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HomeMy WebLinkAbout2023/02/07REGULAR SESSION 10:00AMpro 7 LL f't-3 P l:23 BRAZOS COUNTY BRYAN, TEXAS NOTICE OF MEETING AND AGENDA BRAZOS COUNTY COMMISSIONERS COURT THE COMMISSIONERS COURT OF BRAZOS COUNTY WILL MEET IN REGULAR SESSION ON FEBRUARY 7, 2023 AT 10:00 AM IN THE COMMISSIONERS COURTROOM OF THE COUNTY ADMINISTRATION BUILDING, 200 SOUTH TEXAS AVE., SUITE 106, BRYAN, TX 77803, THE PUBLIC MAY WATCH THE MEETING LIVE AT FACEBOOK.COWBRAZOSCOUNTYTX THIS MEETING WILL BE CONDUCTED BY VIDEO CONFERENCE WITH AT LEAST A QUORUM OF COMMISSIONERS COURT MEMBERS PARTICIPATING IN PERSON AT THE COUNTY ADMINISTRATION BUILDING IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN SECTION 551.127 OF THE TEXAS GOVERNMENT CODE. 1. Invocation and Pledge of Allegiance • U.S. and Texas Flag - Judge Peters 2. Call for Citizen input and/or concerns Consider and take action on agenda items: 3 - 26 3. Proclamations 23-002 through 23-017 recognizing the following outstanding citizens for their significant contributions to the African American National Heritage Society (dba) the Brazos Valley African American Museum and this community: • a. Josephus Carter • b. Doris Carter • c. Blake Chilton • d. Dora Cruzan • e. Leslie Davis • f. Edward George Udell Vol. 3-�r$ Pg. III • g. Sandra Kay Udell • h. Captain Timothy Israel • i. Captain Andrea Israel • j. Vernon Pittman • k. Norma Faye Mason • I. Roscoe Mason • m. Amber Robertson • n. Gregory M. Rodriguez • o. Barbara Henley Walker • p. Rhonda Watson 4. Approval for Emergency Management to apply for the FY 2023 Homeland Security Grant Program.(HSGP) and approval of Resolution 23-004 for the Regional WebEOC Project through the Office of the Governor. 5. Request approval to apply for the Office of the Governors Bullet Resistant Shields Grant for Constables Pct 1, 2, & 4 and approval of Resolution 23-005. 6. Request approval to apply for the FY 2024 Office of the Governors Criminal Justice Grant Program for the Sherriff's Office for a Re-entry Case Manager position and approval of Resolution 23-006. 7. Approval of Resolution 23-007 from the DistrictAttorneys Office for submission of the grant application for the Crimes Against Women Unit to the Office of the Governor, Criminal Justice Division. 8. Approval of Amendment #1 to 22-630 Replacement of Various Roofs - Phase IV to amend the Sheriff's Office from this contract and putting it on another phase due to rebidding it out with new specifications. 9. Approval of Renewal for RFP #23-081 R Lab Services with Baylor Scott & White Medical Center - Temple for the Health Department, Jail, Juvenile, and Employee Health Clinic. 10. Approval of Renewal Contract 23-107R for Concrete Delivery to Vendor Site for Road & Bridge. 11. Approval of Contract #23-110 1 ntemet/Dark Fiber Connectivity with Frontier Communications. 12. Award of RFP #CI P 23-561 Broadband Consultant. Recommended Award; Finley Engineering Company, Inc. 13. Approval of CI P #23-571 Repeater Relocation at Courthouse and Road & Bridge. 14. Approval of the Final Plat of 7-11 Ranch Phase 2 Lot 106-R being a minor replat of Lot 106; City of College Station ETJ, Brazos County, Texas. Site is located in Precinct 1. 15. Approval of acceptance of Winding Creek Estates Phase 1 into the Brazos County road maintenance system; the roads and roadway drainage structures are in compliance with the Brazos County Subdivision Regulations. Site is located in Precinct 1. 16. Approval of the Final Plat of Woodlake Subdivision Section Two, Phase One Lot 44-R; (a Minor Replat) 2.000 Acres; Thomas Henry Survey, A-129; City of College Station ETJ, Brazos County, Texas. Site is located in Precinct 1. 17. Consider and take action of the Frontier utility permits to install fiber optic cables for intemet service along Carrabba Road, Roughneck Drive, Woodville Road and in the subdivisions of Skylarks Springs, Silver Horse Ranch, Whitetail Run and East Industrial Park. Sites are located in Precinct 2. Pg. Vol. 3 88 i�-- 18. Consider and take action on the Frontier utility permits to lay fiber optic cable for intemet service within designated areas along Old Reliance Road and part of Wallis Road. Sites are located in Precinct 2. 19. Approval of the Treasurer Report for December 2022 and the Quarter Ending December 31, 2022. 20. Tax Refund Applications for the following: Overpayments • a. Marlyn Cecile Martinez - $28.84 • b. Kathy Gregory - $471.74 • c. Kathy Gregory - $11.78 • d. Kathy Gregory - $661.48 • e. Frontier Title - $119.90 • f. Bill & Sandra Cason - $500.00 Payment in Error • g. Corelogic - $3,864.90 • h. Gesthand Capital LLC - $7,460.27 21. Commissioners Court minutes for the following dates: • a. January 03, 2023 - Regular Meeting • b. January 10, 2023 - Regular Meeting • c. January 17, 2023 - Regular Meeting • d. January 24, 2023 - Regular Meeting • e. January 31, 2023 - Regular Meeting 22. Budget Amendments. • FY 22/23 Budget Amendments 18.01 -18.03 23. Personnel Change of Status. • a. Employment & Separations • b. Personnel Action Forms 24. Payment of Claims. 25. Convene into Executive Session pursuant to the following: • a. Texas Government Code §551.087 for deliberation regarding economic development negotiations. • b. Texas Government Code §551.072 to deliberate the purchase, exchange, lease, or value of real property. 26. Consider and possible action on Executive Sessions. 27. Acknowledgement of the CY 2022 Racial Profiling Report for the Brazos County Sheriff's Office. 28. Acknowledgement of FY 2022-2023 Budget to Actuals by Fund as of February 1, 2023. Acknowledgement of FY 2022-2023 Contingency Budget to Actuals as of February 1, 2023. 29. Juvenile director's report on detention population. VOL � � g Pg. � 30. Sheriff's report on inmate population. 31. Announcement of interest items and possible future agenda topics. 32. Call for Citizen input and/or concerns 33. Adjourn. Vol. 3�� EPg. // K PUBLIC 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 Courts Order and/or continued disruption of the meeting may result in a Contempt of Court Citation. It 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 and/or 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: 1. cancellation of a speaker's 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. However, 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, THE PUBLIC MAY WATCH THE MEETING LIVE AT FACEBOOK.COWBRAZOSCOUNTYTX 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. Vol. -3 Pg. // � MINUTES FEBRUARY 7, 2023 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, February 7, 2023 with the following members of the Court present: Duane Peters, County Judge, Presiding; Steve Aldrich, Commissioner of Precinct 1, Present via Zoom; Chuck Konderla, Commissioner of Precinct 2; Nancy Beny, Commissioner of Precinct 3; Wanda J. Watson, Commissioner of Precinct 4; Karen McQueen, County Clerk. The attached sheets contain the names of the citizens and officials that were in attendance. Invocation and Pledge of Allegiance • U.S. and Texas Flag - Judge Peters 2. Call for Citizen input and/or concerns There was no Citizen input. Consider and take action on agenda items: 3 - 26 3. Proclamations 23-002 through 23-017 recognizing the following outstanding citizens for their significant contributions to the African American National Heritage Society (dba) the Brazos Valley African American Museum and this community: Vol. 5 8 8 Pg. / t • a. Josephus Carter • b. Doris Carter • c. Blake Chilton • d. Dora Cruzan • e. Leslie Davis • f. Edward George Udell • g. Sandra Kay Udell • h. Captain Timothy Israel • i. Captain Andrea Israel • j. Vernon Pittman • k. Norma Faye Mason • I. Roscoe Mason • m. Amber Robertson • n. Gregory M. Rodriguez • o. Barbara Henley Walker • p. Rhonda Watson Commissioner Berry thanked the Brazos Valley African American Museum for recognizing the citizens for their contributions and stated that the Annual Appreciation Banquet is a wonderful event. Commissioner Watson shared that the Banquet is a great way to celebrate those deserving citizens and she is looking forward to at the event. Judge Peters invited the representatives in attendance from the Brazos Valley African American Museum to the podium as he read aloud the Proclamation. Commissioner Watson encouraged the community to attend the Annual Banquet on February 25, 2023 at the Hilton Hotel. Copies of the Proclamations are attached. Motion: Approve, Moved by Commissioner Nancy Berry, Seconded by Commissioner Chuck Konderla. Passed. 5-0. Ayes: Aldrich, Berry, Konderla, Peters, Watson. 4. Approval for Emergency Management to apply for the FY 2023 Homeland Security Grant Program (HSGP) and approval of Resolution 23-004 for the Regional WebEOC Project through the Office of the Governor. A copy of the Resolution is attached. Motion: Approve, Moved by Commissioner Chuck Konderla, Seconded by Commissioner Nancy Berry. Passed. 5-0. Ayes: Aldrich, Berry, Konderla, Peters, Watson. 5. Request approval to apply for the Office of the Governors Bullet Resistant Shields Grant for Constables Pct 1, 2, & 4 and approval of Resolution 23-005. A copy of the application and Resolution is attached. Motion: Approve, Moved by Commissioner Chuck Konderla, Seconded by Commissioner Nancy Berry. Passed. 5-0. Ayes: Aldrich, Berry, Konderla, Peters, Watson. 6. Request approval to apply for the FY 2024 Office of the Governors Criminal Justice Grant Program for the Sherriff's Office for a Re-entry Case Manager position and Vol. 3 g $ Pg. I ( 7 approval of Resolution 23-006. Motion: Approve, Moved by Commissioner Nancy Berry, Seconded by Commissioner Chuck Konderla. Passed. 5-0. Ayes: Aldrich, Berry, Kondeda, Peters, Watson. 7. Approval of Resolution 23-007 from the District Attorney's Office for submission of the grant application for the Crimes Against Women Unit to the Office of the Governor, Criminal Justice Division. Commissioner Konderla stated that he is proud of the County staff and Grant Writer for creating another stream of revenue for Brazos County. Commissioner Aldrich concurred. A copy of the Resolution is attached. Motion: Approve, Moved by Commissioner Nancy Berry, Seconded by Commissioner Chuck Konderla. Passed. 5-0. Ayes: Aldrich, Berry, Konderla, Peters, Watson. 8. Approval of Amendment #1 to 22-630 Replacement of Various Roofs - Phase IV to amend the Sheriff's Office from this contract and putting it on another phase due to rebidding it out with new specifications. A copy of the amended contract is attached. Motion: Approve, Moved by Commissioner Nancy Berry, Seconded by Commissioner Chuck Konderla. Passed. 5-0. Ayes: Aldrich, Berry, Kondera, Peters, Watson. 9. Approval of Renewal for RFP #23-081 R Lab Services with Baylor Scott & White Medical Center- Temple for the Health Department, Jail, Juvenile, and Employee Health Clinic. A copy of the renewal of contract and bid tabulation is attached. Motion: Approve, Moved by Commissioner Nancy Berry, Seconded by Commissioner Chuck Kondeda.. 5-0. Ayes: Aldrich, Berry, Konderla, Peters, Watson. 10. Approval of Renewal Contract 23-107R for Concrete Delivery to Vendor Site for Road & Bridge. A copy of the renewal of contract and bid tabulation is attached. Motion: Approve, Moved by Commissioner Nancy Berry, Seconded by Commissioner Chuck Konderla. Passed. 5-0. Ayes: Aldrich, Berry, Konderla, Peters, Watson. 11. Approval of Contract #23-110 I ntemet/Dark Fiber Connectivity with Frontier Communications. A copy of the service contract is attached. Motion: Approve, Moved by Commissioner Nancy Berry, Seconded by Commissioner Vol.Pg. (( Chuck Konderla. Passed. 5-0. Ayes: Aldrich, Berry, Konderla, Peters, Watson. 12. Award of RFP #CI P 23-561 Broadband Consultant. Recommended Award: Finley Engineering Company, Inc. Commissioner Aldrich questioned the plan for creating a collaborative effort between County staff and the Broadband Consultants. Purchasing Agent Charles Wendt stated that he is working on a plan with Project Manager Trevor Lansdown to coordinate with the Commissioners Court to ensure needs are being met County -wide. He added that this is simply the assessment phase of the process. The Court voted unanimously to accept the recommendation of the Purchasing Agent and awarded Bid Contract 23-561 Broadband Consultant to Finley Engineering Company, I nc.. A copy of the contract and bid tabulation is attached. Motion: Approve, Moved by Commissioner Nancy Berry, Seconded by Commissioner Wanda J. Watson. Passed. 5-0. Ayes: Aldrich, Berry, Konderla, Peters, Watson. 13. Approval of Cl P #23-571 Repeater Relocation at Courthouse and Road & Bridge. A copy of the service contract is attached. Motion: Approve, Moved by Commissioner Nancy Berry, Seconded by Commissioner Chuck Konderla. Passed. 5-0. Ayes: Aldrich, Berry, Konderla, Peters, Watson. 14. Approval of the Final Plat of 7-11 Ranch Phase 2 Lot 106-R being a minor replat of Lot 106; City of College Station ETJ, Brazos County, Texas. Site is located in Precinct 1. Motion: Approve, Moved by Commissioner Steve Aldrich, Seconded by Commissioner Nancy Berry. Passed. 5-0. Ayes: Aldrich, Berry, Konderla, Peters, Watson. 15. Approval of acceptance of Winding Creek Estates Phase 1 into the Brazos County road maintenance system; the roads and roadway drainage structures are in compliance with the Brazos County Subdivision Regulations. Site is located in Precinct 1. 16. Approval of the Final Plat of Woodlake Subdivision Section Two, Phase One Lot 44-R; (a Minor Replat) 2.000 Acres; Thomas Henry Survey, A-129; City of College Station ETJ, Brazos County, Texas. Site is located in Precinct 1. Motion: Approve, Moved by Commissioner Steve Aldrich, Seconded by Commissioner Nancy Berry. Passed. 5-0. Ayes: Aldrich, Berry, Konderla, Peters, Watson. 17. Consider and take action of the Frontier utility permits to install fiber optic cables for intemet service along Carrabba Road, Roughneck Drive, Woodville Road and in the subdivisions of Skylarks Springs, Silver Horse Ranch, Whitetail Run and East Industrial Park. Sites are located in Precinct 2. Vol. pg. I(q Motion: Approve, Moved by Commissioner Chuck Konderla, Seconded by Commissioner Nancy Berry. Passed. 5-0. Ayes: Aldrich, Berry, Konderla, Peters, Watson. 18. Consider and take action on the Frontier utility permits to lay fiber optic cable for intemet service within designated areas along Old Reliance Road and part of Wallis Road. Sites are located in Precinct 2. Motion: Approve, Moved by Commissioner Chuck Konderla, Seconded by Commissioner Nancy Berry. Passed. 5-0. Ayes: Aldrich, Berry, Konderla, Peters, Watson. 19. Approval of the Treasurer Report for December 2022 and the Quarter Ending December 31, 2022. The Court acknowledged receipt of and ordered filed as submitted the Treasurer's report for December 2022 and Quarterly I nvestment Report ending December 31, 2022. A copy is attached and made part of these minutes. Motion: Approve, .Moved by Commissioner Nancy Berry, Seconded by Commissioner Wanda J. Watson. Passed. 5-0. Ayes: Aldrich, Berry, Konderla, Peters, Watson. 20. Tax Refund Applications for the following: Overpayments • a. Marlyn Cecile Martinez- $28.84 • b. Kathy Gregory - $471.74 • c. Kathy Gregory - $11.78 • d. Kathy Gregory - $661.48 • e. Frontier Title - $119.90 • f. Bill& Sandra Cason - $500.00 Payment in Error • g. Corelogic - $3,864.90 • h. Gesthand Capital LLC -- $7,460.27 Motion: Approve, Moved by Commissioner Nancy Berry, Seconded by Commissioner Chuck Konderla. Passed. 5-0. Ayes: Aldrich, Berry, Konderla, Peters, Watson. 21. Commissioners Court minutes for the following dates: • a. January 03, 2023 - Regular Meeting • b. January 10, 2023 - Regular Meeting • c. January 17, 2023 - Regular Meeting • d. January 24, 2023 - Regular Meeting • e. January 31, 2023 - Regular Meeting Vol. ay� P9 / 2 6 Motion: Approve, Moved by Commissioner Nancy Berry, Seconded by Commissioner Chuck Konderla. Passed. 5-0. Ayes: Aldrich, Berry, Konderla, Peters, Watson. 22. Budget Amendments. • FY22/23 Budget Amendments 18.01 -18.03 18.01 To recognize a donation to Child Protective Services. 18.02 Reallocate funds for Roof Repair. 18.03 Reallocate funds for District Attorney. Motion: Approve, Moved by Commissioner Steve Aldrich, Seconded by Commissioner Chuck Konderla. Passed. 5-0. Ayes: Aldrich, Berry, Konderla, Peters, Watson. 23. Personnel Change of Status. • a. Employment & Separations • b. Personnel Action Forms A copy of the Personnel Change of Status is attached. Motion: Approve, Moved by Commissioner Nancy Berry, Seconded by Commissioner Chuck Konderla. Passed. 5-0. Ayes: Aldrich, Berry, Konderla, 'Peters, Watson. 24. Payment of Claims. Claims 8120239 — 8120376 9006756 — 9006803 Motion: Approve, Moved by Commissioner Chuck Konderla, Seconded by Commissioner Nancy Berry. Passed. 5-0. Ayes: Aldrich, Berry, Konderla, Peters, Watson. 25. Convene into Executive Session pursuant to the following: • a. Texas Government Code §551.087 for deliberation regarding economic development negotiations. • b. Texas Government Code §551.072 to deliberate the purchase, exchange, lease, or value of real property. At this point, the County Judge announced the Court would consider items 26 through 32 and then return to convene into Executive Session. Having considered the previously noted agenda items, at 10:25 a.m. the County Judge stated that the Court would convene into Executive Session to deliberate pursuant to Sections 551.087 and 551.072 as stated above. Vol. 0 $ 8 Pg. / Z The following individuals were asked to stay for the session: Cheryl Coffman, Executive Assistant Ed Bull, Chief of Staff/Civil Counsel Bruce Erratt, Civil Counsel Katie Conner, Auditor 26. Consider and possible action on Executive Sessions. At 10:54 a.m. the County Judge announced the meeting open to the public and announced that no action would be taken on the Closed Executive Sessions. 27. Acknowledgement of the CY 2022 Racial Profiling Report for the Brazos County Sheriff's Office. The Court acknowledged receipt of the CY 2022 Racial Profiling Report for the Brazos County Sheriff's Office. 28. Acknowledgement of FY 2022-2023 Budget to Actuals by Fund as of February 1, 2023. Acknowledgement of FY 2022-2023 Contingency Budget to Actuals as of February 1, 2023. The Court acknowledged receipt of the 2022-2023 Budget to Actuals by Fund and Contingency Fund Budget to Actuals as of February 1, 2023. 29. Juvenile director's report on detention population. Juvenile Director Linda Ricketson reported there are 42 juveniles in the detention center, 30 are male and 12 are female, and 30 have electronic monitors. 30. Sheriff's report on inmate population. Sheriff Wayne Dicky stated there were 665 inmates in jail, 577 inmates are male and 88 are female, and 36 have electronic monitors. 31. Announcement of interest items and possible future agenda topics. There were no announcements. 32. Call for Citizen input and/or concerns Purchasing Agent Charles Wendt updated the Commissioners Court on the status of the roof replacement projects. Mr. Wendt stated that in working with Risk Management and Budget, they have determined that the County has received $5,340,644.79 in revenue for the roof replacement claims and has encumbered slightly more than that amount in expenditures. He stated that this is an ongoing project and they will continue to update the Court as it progresses. Helen Washington thanked the Commissioners Court for all that they do including, their support of the North Bryan Community Center. Ms. Washington stated that the Center allows children to have a safe place to go after school, while their parents are still at work. 33. Adjourn. E $ Pg• _.-� Z- The foregoing minutes of the Commissioners Court Meeting held February 7, 2023, have been examined and are approved in open Court this 7th day of March 2023, in Bryan, Brazos County, Texas. Duane Peters County Judge Chuck Konderla-� Commissioner, Precinct 2 Wanda Watson Commissioner, Precinct 4 Attest: Karen McQueen County Clerk Steve Aldrich Commissioner, Precinct 1 Nancy Ber Commissioner, Precinct 3 Vol. 5 T3 Pg. 1 7- Pg-)-of 3 BRAZOS COUNTY COMMISSIONER'S COURT � DAY OF — W 9,209 WPM5 �I Name Lew or IuS , ald Organization (PLEASE PRINT) Vol. 599 pg. Pg Z of BRAZOS COUNTY COMMISSIONER'S COURT DAY to -OD Name (PLEASE PRINT) —Ire �A e I l`s6n SM, ( 7p-;va,z- L ANS POW v OF F--e ,r)cu, 20 O-'�) PM, Organization (PLEASE PRINT) ACsa Sr3 oUvr,w co —�j Vol. pg. /��� Pg '�- of 5 BRAZOS COUNTY COMMISSIONER'S COURT DAY OF i �Af Name (PLEASE PRINT) 20 Q3 M9 Organization (PLEASE PRINT) 17�1,ricl-- Vol.— 3 g g pg. PROCLAMATION Honoring Josephus Carter In Appreciation of Significant Contributions to the African American National Heritage Society (dba) Brazos Valley African American Museum -Whereas The African American National Historical Society and the African American National Heritage Society (dba) the Brazos Valley African American Museum are pleased to recognize outstanding citizens who have made significant contributions to the Brazos Valley African American Museum and to this community; and -Whereas The African American National Heritage Society (dba) the Brazos Valley African American Museum was dedicated and celebrated its grand opening on July 22, 2006 thanks in large part to the efforts, contributions and prayers of these outstanding citizens; and -Whereas The Museum's membership started with over 50 citizens upon the grand opening of its doors; and -Whereas The Museum continues to welcome new members of all races, creeds and ethnicities who have an appreciation for the wealth of diversity in the Brazos Valley now and throughout its history; and -Whereas The Museum showcases .through art exhibits the works of talented local artists and offers educational enrichment programs to the general public. Now, Therefore, Be It Proclaimed that the Commissioners Court of Brazos County, Texas does hereby recognize Josephus Carter in appreciation of significant contributions to the African American National Heritage Society (dba) the Brazos Valley African American Museum in Bryan, Texas. Proclaimed this 7th day Sf Febru U, 2023,in dos County, Texas. Duane Peters, County Judge /-V Commissioner Steve Aldrich Precinct 1 Comm issi ner Nancy Berry Precinct 3 Commissioner Chuck Konderla Precin 2 Commissio a Wanda J. Watson Precinc Vol. 3 8 pg. PROCLAMATION Honoring Doris Carter In Appreciation of Significant Contributions to the African American National Heritage Society (dba) Brazos Valley African American Museum Whereas The African American National Historical Society and the African American National Heritage Society (dba) the Brazos Valley African American Museum are pleased to recognize outstanding citizens who have made significant contributions to the Brazos Valley African American Museum and to this community; and Whereas The African American National Heritage Society (dba) the Brazos Valley African American Museum was dedicated and celebrated its grand opening on July 22, 2006 thanks in large part to the efforts, contributions and prayers of these outstanding citizens; and Whereas The Museum's membership started with over 50 citizens upon the grand opening of its doors; and Whereas The Museum continues to welcome new members of all races, creeds and ethnicities who have an appreciation for the wealth of diversity in the Brazos Valley now and throughout its history; and Whereas The Museum showcases through art exhibits the works of talented local artists and offers educational enrichment programs to the general public. Now, Therefore, Be It Proclaimed that the Commissioners Court of Brazos County, Texas does hereby recognize Doris Carter in appreciation of significant contributions to the African American National Heritage Society (dba) the Brazos Valley -African American Museum in Bryan, Texas. Proclaimed this 7th day o y4 Duane Commissioner Steve Aldrich -- Precinct 1----------------- Commissioner Nancy Berry Precinct 3 i Bryan, Br *os County, Texas. ters, County Judge "-Comnitsioner Chuck Konderla Preci 2 Commissi e Wanda J. Watson Precinct Vol. v 2: 9 pg. PROCLAMATION Honoring Blake Chi ton In Appreciation of Significant Contributions to the African American National Heritage Society (dba) Brazos Valley African American Museum Whereas The African American National Historical Society and the African American National Heritage Society (dba) the Brazos Valley African American Museum are pleased to recognize outstanding citizens who have made significant contributions to the Brazos Valley African American Museum and to this community; and Whereas The African American National Heritage Society (dba) the Brazos Valley African American Museum was dedicated and celebrated its grand opening on July 22, 2006 thanks in large part to the efforts, contributions and prayers of these outstanding citizens; and ^Whereas The Museum's membership started with over 50 citizens upon the grand opening of its doors; and Whereas The Museum continues to welcome new members of all races, creeds and ethnicities who have an appreciation for the wealth of diversity in the Brazos Valley now and throughout its history, and Whereas The Museum showcases through art exhibits the works of talented local artists and offers educational enrichment programs to the general public. Now, Therefore, Be It Proclaimed that the Commissioners Court of Brazos County, Texas does hereby recognize Blake Chilton in appreciation of significant contributions to the African American National Heritage Society (dba) the Brazos Valley Afr•iean-American Museum in Bryan, Texas. Proclaimed this 7th day of Bryan, Bea * County, Texas. Duane Peters, Commissioner Steve Aldrich Precinct 1 Comm iss nerNancy Berry Precinct 3 ounty Judge Commissioner Chuck Konderla Precinc 2 Commissio er tVanda J. Watson Precinc Vol. 3g g pg. /)l PROCLAMATION Honoring Dora C'ruzan In Appreciation of Significant Contributions to the African American National Heritage Society (dba) Brazos Valley African American Museum Whereas The African American National Historical Society and the African American National Heritage Society (dba) the Brazos Valley African American Museum are pleased to recognize outstanding citizens who have made significant contributions to the Brazos Valley African American Museum and to this community; and Whereas The African American National Heritage Society (dba) the Brazos Valley African American Museum was dedicated and celebrated its grand opening on July 22, 2006 thanks in large part to the efforts, contributions and prayers of these outstanding citizens; and Whereas The Museum's membership started with over 50 citizens upon the grand opening of its doors; and Whereas The Museum continues to welcome new members of all races, creeds and ethnicities who have an appreciation for the wealth of diversity in the Brazos Valley now and throughout its history; and whereas The Museum showcases through art exhibits the works of talented local artists and offers educational enrichment programs to the general public. Now, Therefore, Be It Proclaimed that the Commissioners Court of Brazos County, Texas does hereby recognize Dora Cruzan in appreciation of significant contributions to the African American National Heritage Society (dba) the Brazos Valley African American Museum in Bryan, Texas. Proclaimed this 7th dqy- ofFebruary; 2023;tiin Bryan, B Rzos County, Texas. Duane Peters, County Jude Commissioner Steve Aldrich Commissioner Chuck Konderla Precinct 1 Precin Commissf6ner Nancy Berry �1J`— CommissiorAr panda J. Watson Precinct 3 PrecincUl VolPg. ��� PROCLAMATION Honoring Leslie Davis In Appreciation of Significant Contributions to the African American National Heritage Society (dba) Brazos Valley African American Museum Whereas The African American National Historical Society and the African American National Heritage Society (dba) the Brazos Valley African American Museum are pleased to recognize outstanding citizens who have made significant contributions to the Brazos Valley African American Museum and to this community; and `Whereas The African American National Heritage Society (dba) the Brazos Valley African American Museum was dedicated and celebrated its grand opening on July 22, 2006 thanks in large part to the efforts, contributions and prayers of these outstanding citizens; and -Whereas The Museum's membership started with over 50 citizens upon the grand opening of its doors; and -Whereas The Museum continues to welcome new members of all races, creeds and ethnicities who have an appreciation for the wealth of diversity in the Brazos Valley now and throughout its history; and -Whereas The Museum showcases through art exhibits the works of talented local artists and offers educational enrichment programs to the general public. Now, Therefore, Be It Proclaimed that the Commissioners Court of Brazos County, Texas does hereby recognize Leslie Davis in appreciation of significant contributions to the African American National Heritage Society (dba) the .Brazos Valley African American Museum in Bryan, Texas. Proclaimed this 7th ay o ary, 20 Bryan, BB" z& County, Texas. Duane Peters, Commissioner Steve Aldrich Precinct 1 Commis ner Nancy Berry Precinct 3 Judge ommissioner Chuck Konderla Precinct 2 CommiAler Wanda J. Watson PreNuA 4 EVol. 3� Pg. PROCLAMATION Honoring Edward George Udell In Appreciation of Significant Contributions to the African American National Heritage Society (dba) Brazos Valley African American Museum -Whereas The African American National Historical Society and the African American National Heritage Society (dba) the Brazos Valley African American Museum are pleased to recognize outstanding citizens who have made significant contributions to the Brazos Valley African American Museum and to this community; and -Whereas The African American National Heritage Society. (dba) the Brazos Valley African American Museum was dedicated and celebrated its grand opening on July 22, 2006 thanks in large part to the efforts, contributions and prayers of these outstanding citizens; and ^Whereas The Museum's membership started with over 50 citizens upon the grand opening of its doors; and -Whereas The Museum continues to welcome new members of all races, creeds and ethnicities who have an appreciation for the wealth of diversity in the Brazos Valley now and throughout its history; and -Whereas The Museum showcases through art exhibits the works of talented local artists and offers educational enrichment programs to the general public. Now, Therefore, Be It Proclaimed that the Commissioners Court of Brazos County, Texas does hereby recognize Edward George Udell in appreciation of significant contributions to the African American National Heritage Society (dba) the Brazos Valley African American Museum in Bryan, Texas. Proclaimed this 7th ryo February, 20 , in Bry B -azos County, Texas. Duane Peters, County Judge Commissioner Steve Aldrich Precinct 1 Commissioner Nancy Berry Precinct 3 ------------ ommissioner Chuck Konderla Precinct r Commissione anda J. Watson Precinct EVOLy�� pg- / 3 PROCLAMATION Honoring Sandra Xay. . UdeCC In Appreciation of Significant Contributions to the African American National Heritage Society (dba) Brazos Valley African American Museum —Whereas The African American National Historical Society and the African American National Heritage Society (dba) the Brazos Valley African American Museum are pleased to recognizeoutstanding citizens who have made significant contributions to the Brazos Valley African American Museum and to this community; and Whereas The African American National Heritage Society (dba) the Brazos Valley African American Museum was dedicated and celebrated its grand opening on July 22, 2006 thanks in large part to the efforts, contributions and prayers of these outstanding citizens; and `Whereas The Museum's membership started with over 50 citizens upon the grand opening of its doors; and 'WORreas The Museum continues to welcome new members of all races, creeds and ethnicities who have an appreciation for the wealth of diversity in the Brazos Valley now and throughout its history; and -Whereas The Museum showcases through art exhibits the works of talented local artists and offers educational enrichment programs to the general public. Now, Therefore, Be It Proclaimed that the Commissioners Court of Brazos County, Texas does hereby recognize Sandra Kay Udell in appreciation of significant contributions to the African American National Heritage Society (dba) the Brazos Valley African American Museum in Bryan, Texas. Proclaimed this 7th day 6-f Februaty, 2023\in Bryan,_Ertazos County, Texas. �i Duane Peters, ounty Judge. Commissioner Steve AIdrich Precinct 1 Commissio�Berry Precinct 3 o�missioner Chuck Konderla Precinct 2 Commissio er anda J. Watson Precinct �13 __�Vol. 3 S 9 Pg. S PROCLAMATION Honoring Captain Vimothy Israel - In Appreciation of Significant Contributions to the African American National Heritage Society (dba) Brazos Valley African American Museum ^Whereas The African American National Historical Society and the African American National Heritage Society (dba) the Brazos Valley African American Museum are pleased to recognize outstanding citizens who have made significant contributions to the Brazos Valley African American Museum and to this community; and Whereas The African American National Heritage Society (dba) the Brazos Valley African American Museum was dedicated and celebrated its grand opening on July 22, 2006 thanks in large part to the efforts, contributions and prayers of these outstanding citizens; and -Whereas The Museum's membership started. with over 50 citizens upon the grand opening of its doors; and Whereas The Museum continues to welcome new members of all races, creeds and ethnicities who have an appreciation for the wealth of diversity in the Brazos Valley now and throughout its history; and 'Whereas The Museum showcases through art exhibits the works of talented local artists and offers educational enrichment programs to the general public. Now, Therefore, Be It Proclaimed that the Commissioners Court of Brazos County, Texas does hereby recognize Captain Timothy Israel in appreciation of significant contributions to the African American National Heritage Society (dba) the Brazos V African American Museum in Bryan, Texas. Proclaimed this 7th 63�f ebrua y, 2023, i Bryan, B azos County, Texas. Duane Peters, County Judge Commissioner Steve ldrich Precinct 1 Commiss' ner Nancy Berry Precinct 3 Commissioner Chuck Konderla re in Commission r anda J. Watson P ecinct 4j / PROCLAMATION Honoring Captain .Andrea Israel In Appreciation of Significant Contributions to the African American National Heritage Society (dba) Brazos Valley African American Museum Whereas The African American National Historical Society and the African American National Heritage Society (dba) the Brazos Valley African American Museum are pleased to recognize outstanding citizens who have made significant contributions to the Brazos Valley African American Museum and to this community; and Whereas The African American National Heritage Society (dba) the Brazos Valley African American Museum was dedicated and celebrated its grand opening on July 22, 2006 thanks in large part to the efforts, contributions and prayers of these outstanding citizens; and WhereaS The Museum's membership started with over 50 citizens upon the grand opening of its doors; and Whereas The Museum continues to welcome new members of all races, creeds and ethnicities who have an appreciation for the wealth of diversity in the Brazos Valley now and throughout its history; and -Whereas The Museum showcases through art exhibits the works of talented local artists and offers educational enrichment programs to the general public. Now, Therefore, Be It Proclaimed that the Commissioners Court of Brazos County, Texas does hereby recognize Captain Andrea Israel in appreciation of significant contributions to the African American National Heritage Society (dba) the Brazop-VatleXAfrican American Museum in Bryan, Texas. Proclaimed this 7th in Bryan,` Pi4zos County, Texas. Duane Peters, Commissioner Steve Aldrich Precinct I Commis oner Nancy Berry Precinct 3 Commissioner Chuck Konderla Preci ct 2 Commission r Wanda J. Watson Precincl 4 Vol. �---- PROCLAMATION Honoring Ternon Pittman In Appreciation of Significant Contributions to the African American National Heritage Society (dba) Brazos Valley African American Museum -Whereas The African American National Historical Society and the African American National Heritage Society (dba) the Brazos Valley African American Museum are pleased to recognize outstanding citizens who have made significant contributions to the Brazos Valley African American Museum and to this community; and -Whereas The African American National Heritage Society (dba) the Brazos Valley African American Museum was dedicated and celebrated its grand opening on July 22, 2006 thanks in large part to the efforts, contributions and prayers of these outstanding citizens; and Whereas The Museum's membership started with over 50 citizens upon the grand opening of its doors; and -Whereas The Museum continues to welcome new members of all races, creeds and ethnicities who have an appreciation for the wealth of diversity in the Brazos Valley now and throughout its history; and -Whereas. The Museum showcases through art exhibits the works of talented local artists and offers educational enrichment programs to the general public. Now, Therefore, Be It Proclaimed that the Commissioners Court of Brazos County, Texas does hereby recognize Vernon Pittman in appreciation of significant contributions to the African American National Heritage Society (dba) the Brazos Valley AfricanAmerican Museum in Bryan, Texas. Proclaimed this 7th 2023 \in Bryan, Bba�os..County, Texas. Duane Peters, Commissioner Steve Aldrich 1--1- Precinct 1 Commis over Nancy Berry Precinct 3 -ounty Judge ommI ssioner buck Konderla Prec 2 Commissio er anda J. Watson Precin Vol. 3 S Pg. /J� PROCLAMATION Honoring Norma Faye JWason In Appreciation of Significant Contributions to the African American National Heritage Society (dba) Brazos Valley African American Museum 'Whereas The African American National Historical Society and the African American National Heritage Society (dba) the Brazos Valley African American Museum are pleased to recognize outstanding citizens who have made significant contributions to the Brazos Valley African American Museum and to this community; and -Whereas The African American National Heritage Society (dba) the Brazos Valley African American Museum was dedicated and celebrated its grand opening on July 22, 2006 thanks in large part to the efforts, contributions and prayers of these outstanding citizens; and 'Whereas The Museum's membership started with over 50 citizens upon the grand opening of its doors; and -Whereas The Museum continues to welcome new members of all races, creeds and ethnicities who have an appreciation for the wealth of diversity in the Brazos Valley now and throughout its history; and -Whereas The Museum showcases through art exhibits the works of talented local artists and offers educational enrichment programs to the general public. Now, Therefore, Be It Proclaimed that the Commissioners Court of Brazos County, Texas does hereby recognize Norma Faye Mason in appreciation of significant contributions to the African American National Heritage Society (dba) the Brazos Valley African American Museum in Bryan, Texas. Proclaimed this 7th day Sf Feb-huary 2023,'"ryan, Braza County, Texas. a Duane Peters, County Judge Commissioner Steve Aldrich Commissioner Chuc�j Konder Precinct 1 /'\ Preckct 2 ,, Commissioner Nancy Berry Precinct 3 J. Watson vol. 398 pg. /-!�7 PROCLAMATION Honoring Roscoe Nason In Appreciation of Significant Contributions to the African American National Heritage Society (dba) Brazos Valley African American Museum Whereas The African American National Historical Society and the African American National Heritage Society (dba) the Brazos Valley African American Museum are pleased to recognize outstanding citizens who have made significant contributions to the Brazos Valley African American Museum and to this community; and Whereas The African American National Heritage Society (dba) the Brazos Valley African American !Museum was dedicated and celebrated its grand opening on July 22, 2006 thanks in large part to the efforts, contributions and prayers of these outstanding citizens; and Whereas The Museum's membership started with over 50 citizens upon the grand opening of its doors; and Whereas The Museum continues to welcome new members of all races, creeds and ethnicities who have an appreciation for the wealth of diversity in the Brazos Valley now and throughout its history; and -Whereas The Museum showcases through art exhibits the works of talented local artists and offers educational enrichment programs to the general public. Now, Therefore, Be It Proclaimed that the Commissioners Court of Brazos County, Texas does hereby recognize Roscoe Mason in appreciation of significant .contributions to the African American National Heritage Society (dba) the Brazos Valley African American Museum in Bryan, Texas. Proclaimed this 7th day�` _ bru 2023, in ryan, Br os bounty, Texas. Duane Peters, County Judge Commissioner St ve Aldrich Commissioner Chuck Konderla Precinct 1 A ZPreZcin Commissioner Nancy Berry Commission ands J. Watson Precinct 3 Precinct 00 Vol. Pg. — JPROCLAMATION Honoring Amber Robertson In Appreciation of Significant Contributions to the African American National Heritage Society (dba) Brazos Valley African American Museum -Whereas The African American National Historical Society and the African American National Heritage ,Society (dba) the Brazos Valley African American Museum are pleased to recognize outstanding citizens who have made significant contributions to the Brazos Valley African American Museum and to this community; and -Whereas The African American National Heritage Society (dba) the Brazos Valley African American Museum was dedicated and celebrated its grand opening on July 22, 2006 thanks in large part to the efforts, contributions and prayers of these outstanding citizens; and -Whereas The Museum's membership started with over 50 citizens upon the grand opening of its doors; and -Whereas The Museum continues to welcome new members of all races, creeds and ethnicities who have an appreciation for the wealth of diversity in the Brazos Valley now and throughout its history; and -Whereas The Museum showcases through art exhibits the works of talented local artists and offers educational enrichment programs to the general public. Now, Therefore, Be It Proclaimed that the Commissioners Court of Brazos County, Texas does hereby recognize Amber Robertson in appreciation of significant contributions to the African American National Heritage Society (dba) the Brazos V,a1 e-y—A4gcan American Museum in Bryan, Texas. Proclaimed this 7th day(of Fe --waxy, 2023, Duane Peters, County Judge Commissioner Steve Aldrich Commissioner Chuck Konderla Precinct 1 ...r PrecincN Commis onerNancy Berry Precinct 3 . Watson E. 3 qK pg. icy. PROCLAMATION Honoring Gregory M. Aodriguez In Appreciation of Significant Contributions to the African American National Heritage Society (dba) Brazos Valley African American Museum `Whereas The African American National Historical Society and the African American National Heritage Society (dba) the Brazos Valley African American Museum are pleased to recognize outstanding citizens who have made significant contributions to the Brazos Valley African American Museum and to this community; and 'Whereas The African American National Heritage Society (dba) the Brazos Valley African American Museum was dedicated and celebrated its grand opening on July 22, 2006 thanks in large part to the efforts, contributions and prayers of these outstanding citizens; and -Whereas The Museum's membership started with over 50 citizens upon the grand opening of its doors; and `-Whereas The Museum continues to welcome new members of all races, creeds and ethnicities who have an appreciation for the wealth of diversity in the Brazos Valley now and throughout its history; and -Whereas The Museum showcases through art exhibits the works of talented local artists and offers educational enrichment programs to the general public. Now, Therefore, Be It Proclaimed that the Commissioners Court of Brazos County, Texas does hereby recognize Gregory M. Rodriguez in appreciation of significant contributions to the African American National Heritage Society (dba) the Brazos V African American Museum in Bryan, Texas. Proclaimed this 7th da of e -wary, 2023, Bryan, 6s County, Texas. 7B Duane Peters, County Judge Commissioner Steve Aldrich Precinct 1 Commis 'oner Nancy Berry Precinct 3 Commissioner Chuck Konderla Preci Commissione nda J. Watson Precinct 4.., Vol, Pg. /7 PROCLAMATION Honoring Barbara HenCey Walker In Appreciation of Significant Contributions to the African American National Heritage Society (dba) Brazos Valley African American .Museum `Whereas The African American National Historical Society and the African American National Heritage Society (dba) the Brazos Valley African American Museum are pleased to recognize outstanding citizens who have made significant contributions to the Brazos Valley African American Museum and to this community; and -Whereas The African American National Heritage Society (dba) the Brazos Valley African American Museum was dedicated and celebrated its grand opening on July 22, 2006 thanks in large part to the efforts, contributions and prayers of these outstanding citizens; and 'Whereas The Museum's membership started with over 50 citizens upon the grand opening of its doors; and 'Whereas The Museum continues to welcome new members of all races, creeds and ethnicities who have an appreciation for the wealth of diversity in the Brazos Valley now and throughout its history; and -Whereas The Museum showcases through art exhibits the works of talented local artists and offers educational enrichment programs to the general public. Now, Therefore, Be It .Proclaimed that the Commissioners Court of Brazos County, Texas does hereby recognize Barbara Henley Walker in appreciation of significant contributions to the African American National Heritage Society (dba) the Brazos Valley African American Museum in Bryan, Texas. Proclaimed this 7th dgZUe r , 2023, FinBryan.Br County, Texas. Duane Peters, County Judge _ Commissioner Steve Aldrich �Com�missioner Chuck Konderla Precinct 1 Preci ct 2 Commi ones Nancy Berry v CommissUne WandaJ. Watson Precinct 3 Preci !Vol. �� Pg. PROCLAMATION Honoring P-thonda Watson In Appreciation of Significant Contributions to the African American National Heritage Society (dba) Brazos Valley African American Museum Whereas The African American National Historical Society and the African American National Heritage Society (dba) the Brazos Valley African American Museum are pleased to recognize outstanding citizens who have made significant contributions to the Brazos Valley African American Museum and to this community; and Whereas The African .American National Heritage Society (dba) the Brazos Valley African American Museum was dedicated and celebrated its grand opening on July 22, 2006 thanks in large part to the efforts, contributions and prayers of these outstanding citizens; and WhereaS The Museum's membership started with over 50 citizens upon the grand opening of its doors; and Whereas The Museum continues to welcome new members of all races, creeds and ethnicities who have an appreciation for the wealth of diversity in the Brazos Valley now and throughout its history; and `Whereas The Museum showcases through art exhibits the works of talented local artists and offers educational enrichment programs to the general public. Now, Therefore, Be It Proclaimed that the Commissioners Court of Brazos County, Texas does hereby recognize Rhonda Watson in appreciation of significant contributions to the Afi7can American National Heritage Society (dba) the Brazos Valley African-A-merican Museum in Bryan, Texas. Proclaimed this 7th day of February,.2, 023, in Duane Peters, County Judge Commissioner Steve A drich Precinct l Commissildner Nancy Berry Precinct 3 , Texas. ommissioner Chuck Konderla Pre ' ct 2 Commissiot4 Wanda J. Watson Precin ��iC P Vol. �' RESOLUTION NO. 23- 00 A RESOLUTION OF THE BRAZOS COUNTY COMMISSIONER'S COURT OF BRAZOS COUNTY, TEXAS, APPROVING THE GRANT APPLICATION FOR THE REGIONAL WEBEOC PROJECT TO THE OFFICE OF THE GOVERNOR. WHEREAS, The Brazos County Commissioner's Court finds it in the best interest of the citizens of Brazos County, TX that the Regional WebEOC Project be operated for 2023; and WHEREAS, The Brazos County Commissioner's Court agrees to provide applicable matching funds for the said project if required by the Homeland Security Grant Program (HSGP) grant application; and WHEREAS, The Brazos County Commissioner's Court agrees that in the event of loss or misuse of the Office of the Governor funds, The Brazos County Commissioner's Court assures that the funds will be returned to the Office of the Governor in full. WHEREAS, The Brazos County Commissioner's Court designates the County Judge as the grantee's authorized official. The authorized official is given the power to apply for, accept, reject, alter or terminate the grant on behalf of the applicant agency. BE IT RESOLVED BY BRAZOS COUNTY COMMISSIONER'S COURT OF BRAZOS COUNTY, TEXAS: PART 1: That the Brazos County Commissioner's Court hereby hereby approves the Regional WebEOC Project Grant Application. PART 2: That the Brazos County Commissioner's Court hereby agrees to provide applicable matching funds for the said project if required by the Homeland Security grant application. PART 3: That the Brazos County Commissioner's Court hereby approves the County Judge as the grantee's authorized official. The authorized official is given the power to apply for, accept, reject, alter or terminate the grant on behalf of the applicant agency. PART 4: That this Resolution shall take effect immediately from and after its passage. ADOPTED this day of MPRLkAP-y , A.D. 2023.. ATTEST: Q:A:PP:RO D: Karen McQueen, County Clerk - - -� Duane Peters, County Judge !Vol. � Pg. /�3 Resolution 2023 Bullet Resistant Shields Grant WHEREAS The Brazos County Commissioners Court finds it in the best interest of the citizens of Brazos County that the Bullet Resistant Shields for Constable Precincts 1, 2, & 4 Office's project be operated for the 2023-2024 year; and WHEREAS Commissioners Court agrees to provide applicable matching funds for the said project as required by the Criminal Justice grant application; and. WFLEREAS Commissioners Court agrees that in the event of loss or misuse of the Office of the Governor funds, Commissioner's Court assures that the funds will be returned to the Office of the- Govern- or in full. WHEREAS Commissioners Court designates The Honorable Judge Duane Peters as the grantee's authorized official. The authorized official is given the power to apply for, accept; reject, alter, or terminate the grant on behalf of the applicant agency. NOW,, THEREFORE, SETT RESOLVED that Commissioner's Court approves submission of the grant application for the Bullet Resistant Shields for Constablc Precincts 1, 2, & 4 Office's to the Office of the Governor. PASSED AJVD ADOPTED -this 7 day of e6 . Bryan, Brazos County, Texas. Duane Petc �. County Jud Commissioner Steve Aldrich Precinct 1 Commissioner Nancy Berry Precinct 3 Grant Number: 4810001 Commissioner Chuck Konderla .Precinct 2� A— Commissioiferaiida Watson PrVinct 4 Date: 1.31.2023 Requesting Department: BRAZOS COUNTY, TEXAS GRANT APPLICATION APPROVAL FORM Offices of the Constables Pct 1, 2, & 4 Grant Title: Criminal Justice Division: Bullet -Resistant Shield Grant Program Granting Agency: Office of the Governor Amount Requested: $ 51,025.00 Grant Term (Beg/End): 05/01 /2023-04130/2024 Project Description: Funds will help purchase 8 handheld ballistic shieds to Brazos County Constable deputies. Will this grant fund salary & benefits? ❑ Yes L" ] No Is there County Match requirement? ❑ Yes ❑✓ No Are there financial reporting requirements? ❑✓ Yes ❑ No Who will be reporting? Auditor's Office *Please include all available backup documentation with the approval form. All grants are contracts between Brazos County and the granting agency and should be approved by Commissioners Court prior to the application submission. AS-(8nOZ412, Authorized Signature ed by C 'ssion rt on this ! day of reo R.Lx P4.4' Q0 9- 3. Commissioners Court Approval Vol. 3� Pg. /yS Resolution F'Y2024 Criirt tta%Justice Grant WHEREAS The Brazos County Commissioners Court finds it in the best interest of the citizens of Brazos County,that the Reentry Prog=m for the Sheriffs Office project be operated for the 2023-2024 year, and WHEREAS Commissioners Court agrees to provide applicable thatching funds for the said project as. required by the Criminal Justice grant application; and WHEREAS Commissioners Court agrees that in the event of loss or misuse of the Gffiee of the Governor funds, -Commissioner's Court assures that the funds Nvill be returned to the Office of the Governor in full. WHEREAS Commissioners Court designates The Honorable Judge Duane Peters as the gratitce's authorized official. The authorized, official is given the power to apply for, accept, reject, alter, or terminate the grant on behalf of the applicant agency. NOW, THEREFORE, OF, ITRESOLVED that Commissioner's Court approves submission of the grant application for (lie Reentry Program for the Sheriff's Office's to the Office of the .Covernor. PASSED AJVD ADOPTED this day of f:�1''a 103>in Bryan, Brazos County, Texas. Duane Peters County Judge Commissioner Steve Aldrich Precinct I Com ssioner Nancy Be ` Precinct 3 Grant Number. 4810701 2 4 Vol. pg. i BRAZOS COUNTY, TEXAS. GRANT APPLICATION APPROVAL FORM Date. 1 *112023 Rcqucsting'Deparimcnt: §iarft Department Grant Title: Gtirninal i4fte Grant Program FY 2024 Granting Agcrtcy; -offieo of Govarnor Amount Requested: $ b0,006.00 Grant `I emi (19t dEnd): 1a7b1=23-OK1012024 Pcriject Eli cription:, Funds will be ussii io hire a Re-entry Case Mank,4er-v th benefits and additional Facility Maintenance.Ctasses for the Reeentry Program Will this gram fond salary & beacrjW H✓ VLS No Is there Colony Match regnirement? 0 Yes ❑✓ No Are tht= financial reporting requirements? H yes N40, Who will be -repotting? Sheriffs Office #Please includc all avallablc backup documcmation•with the approval form. All -grants are contracts between Dimas County and the grmtting agency rind should b: pppmvcd by Corn-iimissioner Court prior to the application submission. /1 GLtG2 tr�`G�.PiL . Anthoriaed Sigtiatrm onth dayof F-- ajk �P�,q 2.oa3 Cnutt APQrotial va. P9.. q OFFICE CIF THE DISTRICT ATTORNEY �A xu a+y _ JARVIS PARSONS �r ;* 300 E. 26TH STREET Dist6d Attomey no' r =^d SUITE 310 BRIANBAKERrO e BRAZOS COUNTY First Assistant District Attomey BRAzos COUNTY, TExAS COURTHOUSE BRYAN, TEXAS 77803 OFF: 979 / 361-4320 FAX: 979 / 361-4368 MEMORANDUM TO: Commissioner's Court FROM: Jarvis Parsons, District Attorney RE: FY2024 Grant Resolutions DATE: January 30, 2023 We are in the process of completing the grant application for The Crimes Against Women Unit. The resolution must be approved in Commissioner's Court and Submitted without grant application. The resolution for the 2024 fiscal year is attached for your review and approval. If you have any questions, please don't hesitate to give me a call at 979-361-4320. Respectfully, Jarvis Parsons District Attorney Resolution Crimes Against Women Unit WHEREAS, The Brazos County Commissioners Court finds it in the best interest of the citizens of Brazos County that the Crimes Against Women Unit be operated for the 2024 year; and WHEREAS, The Brazos County Commissioners Court agrees to provide applicable matching funds for the said project as required by the Criminal Justice Division grant application; and WHEREAS, The Brazos County Commissioners Court agrees that in. the event of loss or misuse of the Criminal Justice Division funds, The Brazos County Commissioners Court assures that the funds will be returned be to the Criminal Justice Division in full. WHEREAS, The Brazos County Commissioners Court designates Duane Peters as the grantee's authorized official. The authorized official is given the power to apply for, accept, reject, alter or terminate Elie ,grant on behalf the applicant agency. NOW, THEREFORE, BE IT RESOLVED that The Brazos County Commissioners Court approves the submission of the .grant application for the Crimes Against Women Unit to the Office of the Governor, Criminal Justice Division. RESOLVED THIS DAY OF 1r-(3P-a '-, .2023. Duane Peters County Judge Commissioner Steve Aldrich Precinct I Comntissi r'Nancy Berry Precinct 3 i Commisitgffer—Cbuck Konderla recinct ComniissibierVaikla Watson eeinct 4 Vol. pg. `ii AMENDMENT #1 TO 22-630 — REPLACEMENT OF VARIOUS ROOFS —.PHASE IV THIS AMENDMENT TO 22-630 Replacement of Various Roofs —Phase, IV C Amendmenej is entered into and effective this 24th day of January 2023 ("Effective Date") between.Brazos County-("GMtom'ee'); and Duro- Last, Inc. ("Provideel each of -which may alternatively be referred to herein as a `T'arty" .and collectively as the "Parties". All .capitalized terms. in this Amendment shall have the same meaning as, in the Agreement (as defined below) 'unless -otherwise stated herein. RECITAL S WHEREAS, the Parties entered into'thai.certain original contract 422-630 ("Agreement") for purposes of ro(jfuig Juvenile, 'Sheriffs Office, Road & Bridge, and Facilities on Hwy 21; and WHEREAS; .the Parties desire to-amerid to remove Sheriff s Office: as:set forth in original contract* 22-630. AGREEMMT NOW THEREFORE, in .consideration of the above. premises, and other good -and. valuable consideration, the receipt and sufficiency of which are hereby acknowledged; the Parties hereto agree to. amend. the Agreement as follows: I. Removing. the Sheriffs Office roof from Phase lV due to scope. of work changing, rebidding this roof as. its -own phase, Phase VIII: The origintil"bid was for the Sheriffs Office roof was $523,833.34, removing it would make the, total for all,roofs,from $1,551,516.56 to $1,027,683.22. IN WITNESS- VaMREOF, the parties hereto have caused this Amendment to be signed by their authorized representativa as ofthe Effective Date. This Amendment may be executed. in counterparts; alf of which taken together shall constitute one .instrument. Electronic or facsimile signatures are acceptable forms of execution of this Amendment and shall be B)7�OUNT si ature Nark COt t.O�C�( I utzCo,0' Title a r7 I Q_C)a S Dale binding on all .arties hereto. DURO=LAST, INC Name U P r,vC?c msr.,j6 c_ n'iint)5x+4 7Ftle Date Vol. 3 9 9-, . pg. / S-D Mal THE WORLD'S BEST ROOF& July 7, 2022 Ms. Kaitlyn Battles Buyer III Brazos County 200 S. Texas Ave., Ste. 352 Bryan, TX 77803 kbattles0lbrazoscountytx.uov 979-361-4285 Office 979-446-9242 Cell Re: Re -Roofing Project for the Brazos County RFP IV Facilities Services, Juvenile Detention, Roads & Bridges, and Sheriff Office Dear Ms. Battles: Duro-Last Roofing has developed the following pricing proposal to re -roof the Brazos County RFP IV in Bryan, Texas. This proposal was developed using Duro-Last's contract number 210205 with The Interlocal Purchasing System (TIPS) and includes the total cost to purchase and install the Duro-Last roofing system. Duro-Last will provide the Duro-Last roofing system and its installation to Brazos County at RS Means pricing using the Bryan City Cost Index. Pricing has been provided by the following authorized Duro-Last contractors: • Jaco Roofing and Construction of Angleton • JGA Roofing Systems of San Marcos • Trumble Construction, Inc. of Texarkana Attached is the Duro-Last specification which defines the work that Duro-Last proposes to complete. When the installation is complete, a Duro-Last Technical Representative will inspect the installation for completeness and conformity to Duro-Last specifications. Following acceptance of the roof, Duro-Last will issue a warranty to Brazos County. The Duro-Last Roofing 20-year NDL warranty provides for the repair or replacement of the roofing system, and the labor to install it, in the event of a defect in the Duro-Last products. The 20-year NDL warranty does have an additional charge to obtain it, which has been included in the proposal. The warranty also does not provide coverage of consequential damages resulting from leaks caused by any defects covered under the warranty. For metal roof areas: When the installation is complete, MBCI will issue a Standard 120- year Weathertightness warranty to Brazos County. 525 Morley Drive, Saginaw, MI 48601 yol, J7 g Pg'� Phone: 800-248-0280 • Fax: 800432-9331 - www.dtuo-( st.com Other Locations: Grants Pass, OR - Jackson, MS - Sigourney, IA i_Carrollton, - Page 1 MO40 �®�1 THE WORLD'S BEST ROOFe Upon completion of each building, Duro-Last will submit a final invoice for payment. Notwithstanding the above referenced base price, all non-Duro-Last materials, including any third -party materials purchased for the project, will be invoiced by Duro-Last to Brazos County at the market price paid by Duro-Last at time of payment to any such third -party supplier. Any alterations or deviation from the scope of work involving extra costs including, but not limited to, additional materials and labor will be executed only upon written change - orders submitted to Duro-Last, which will result in an extra charge over this proposal. The base price does not include any allowances for roof deck replacement or for other hidden damages. Permit costs are included in the base price. The building owner is responsible for obtaining any additional permits, engineering fees, or tests needed to meet state and local codes. The base price includes performance and payment bonds. Any bonds for this project shall only apply for a one-year maintenance period commencing on the date of substantial completion of the project. Bond coverage shall not be extended to the 20- year warranty period subsequent to the one-year maintenance period. Duro-Last Roofing and its subcontractor are not responsible for the following: ■ HVAC alteration and related utility work ■ Lightning, lightning protection, or electrical alterations or recertification ■ Satellite dishes or antenna recalibration ■ Removal of material containing asbestos or asbestos testing ■ Ponded water due to previous existing substrate conditions All material is guaranteed to be as specified. All work will be completed in a workmanlike manner according to standard roofing practices and in accordance with Duro-Last published specifications. Duro-Last Roofing shall not be responsible for delays relating to weather, accidents, or other events beyond our control. If this proposal is accepted, the Duro-Last TIPS price schedule, terms, and conditions will be applied. In addition: 1. Brazos County's TIPS membership will need to be verified. 2. A purchase order and tax exempt certificate will need to be issued to Duro-Last Roofing. 3. The purchase order should be clearly marked "Per TIPS Contract'. 4. E-mail the purchase order, in PDF format to TIPS at tipspo@tips-usa.com for review and approval. 525 Morley Drive, Saginaw, MI 48601 Vol. .� �� pg. /S - Phone: 800 248-0280 • Fax: 800-432-933I • www.du-last.com Other Locations: Grants Pass, OR • Jackson, MS • Sigourney, Drell#en_._TX ------ Page 2 '�® �a Dl.1140�L AST. O�i� DMA, THE WORLD'S BEST ROOFv 5. Duro-Last will issue a Notice to Proceed to the installing contractor after receiving the approved purchase order from TIPS. If you have any questions regarding this proposal, please contact me at (989) 284-5391 or cplyler(&-duro-last.com.if this proposal is acceptable, please indicate the approved option(s), sign below and return with the aforementioned documents. Best Regards, Chenelle D. Plyler Cooperative Purchasing Administrator Duro-Last, Inc. Jaco Roofl'n . -•Cbnstruction... JGA Roofing s S ` stems : Truinble,•:;:; ',Constructio" JUVENILE DETENTION Material, Labor Warran Fees, Permit, Bond $497,495.49 $436,287.32 $491 545.20 Material Conlinenc $44,060.00 $38 607.00 $43,529.30 Labor Contingency $44,060.00 $38,607.00 $43,529.30 Total Cost ❑ $585,616.49 $513,501,32 Cl $578,603.80 Estimated Days to Completion (After ReceivingMaterials 35 35 35 Jaco.Roofirfg;& -.Construction JGA Roofing, S stems R Trur4ible;;.; ;Constructio7i SHERIFF OFFICE Material Labor, Warran , Fees, Permit, Bond $505188.04 $519 843.51 $445109.94 Material Contingency $44,720.00 $46 027.10 $39,361.70 Labor Contingency $44,720.00 $46 027.10 $ 9,361.70 Total Cost 0 $694,628.04 0 $611,897.71 $523,833.34 Estimated Days to Completion (After Receiving Materials 27 27 27 ,Jacb Roofing & JGA Roofiingi:, . , : Trumbieiv - :Construction _ S. stems ` 'Cdnstructlbn• ROADS & BRIDGES Material, Labor, Warranty, Fees Permit Bond $362 835.04 $287,136.66 $269,047.46 Material ContingencyContIngency $32,140.00 $25 388.54 $22 883.30 Labor Contingency_$32,140.00 $25 388.54 $ 883.30 Total Cost 0 $427,116.04 0 $337,913.74 %K$304,814.06 Estimated Days to Completion (After 25 25 25 Receiving Materials Vol. 3 9S P9• WSJ 525 Morley Drive, Saginaw, MI 48601 Phone: 800-248-0280 - Fax: 800-432-9331 - www.duro-last.com Other Locations: Grants Pass, OR - Jackson, MS - Sigourney, IA - Carrollton, TX Page 3 ®� ��® O�.JIRO;),LAST Mm�4 a�� THE WORLD S REST ROOF® W;;rJaco,Rodfing & '�.Gonsfrtic'tion JGA,R6ofing •:S `stems Trumble ,. , Construction:" FACILITIES Material, Labor, Warranty, Fees Permit, Bond $232,086.92 $177,877.58 $200,147.97 Material Contin enc $20,580.00 $15,745.13 $17,731.40 Labor Continuency $20 580.00 W.745.13 $17,731.40 Total Cost ❑ $273,246.92 $209,367.84 ❑ $235,610.77 Estimated Days to Completion (After Receiving Materials 13 13 13 Va• o Roofing•& =`+"' Con ctibn JGA' Roofing'' ; S"stems' • _;~ T e nstructiort FOUR BUILDINGS COMBINED Material, Labor, Warranty, Fees, Permit, Bond $1,597 60 . $1 421,143. $1 396,850.67 Material Contin2ency $141.500.00 125,7ef58 $123,505.70 Labor Contingency 141 600.00 761.58 $123 505.70 Total Cost CI $1,880,605. ❑ $1,672, .98 ❑ $1,642,861.97 Estimated Days to Completion (After Receiving Materials 0 100 100 ALTERNATES, UNIT COSTS, OPTIONS Jaco Ro6fi66`&',' =;?s,,:Con .lGA,Roofing ` .struction %.S'stems'' ,,, ,.''7rumble: ; ,,.-,Construction Alternate #2 — Replace Gutter & Downs on Facilities Building ❑ $22,919.40 ❑ $13,703.55 ❑ $18,375.90 Alternate #3 — install 60-mil Duro-Fleece in lieu of 80-mil: $(18,553.80) $(15,113.55) $(38,078.94) Juvenile Detention 0$(6,481,50) ❑ $(5,279.70) ❑ $(20,273.85 Sheriff Office 0$(4,979.07) ❑ $(4,055.85) ❑ $(8,796,68) Roads & Bridges 0$(4,601,76) ❑ $(3,748.50) ❑ $(5,748.40) Facilities 0$(2,491.47) ❑ $(2,029.50) ❑ $(3,260,01) Metal Deck Replacement $5.46/sf $15.72/sf $22,92/sf 2x4 Wood Nailer $3.87/if $2.43/lf 2x6 Wood Nailer . .20/if $3.10/If 2: ISO Installation $4.91/sf $1.75/sf $2.82/sf 2° EPS Installation $4.91/sf $1.55/8f $2.31/sf Optional Cost #1: Full -Time (8 hrs/Day) ision 600/day $600/day $600/day Options Cost k. Daily Site it 0$75/Hour 0$75/Hour 0$75/Hour Approved By: Title: co iLNr,� Date: '7 ! Ig I a0a a- 525 Morley Drive, Saginaw, M148601 Phone: 800-248-0280 - Fax: 800-432-9331 - www.duro-last.com Other locations: Grants Pass, OR - Jackson, MS - Sigourney, IA - Carrollton, TX Page 4 '��� 4 OURO�L.Aa'� Awl THE WORLDS BEST ROOFS Project Specifications Duro Last's specification will prevail if there are contradictions between Duro- Last's specification and the consultant's specification. SITE GUIDELINES / Contractor Execution: Facility Services Building 1. Site/ Project Manager: Contractor to provide and maintain a minimum of one (1) non -working Project Manager to oversee operations, safety compliance and coordination with site personnel. Project Manager will report to Owner/Site Representative a minimum of once each morning and once each afternoon to assure site personnel are advised on all areas that construction activity will be taking place, coordination of any lifting activities and verify any areas of possible moisture entry from prior night or day. Alternate #01: Translucent Panel; Provide Forty (40) 18" diameter (round or square) reflective solar lighting. Alternate #02: Replace, with new, all gutters and Downspouts Alternate #03: 60 mill FB / 60 mill Bareback Unit Cost #01: Provide a Square foot cost for replacement of any deteriorated existing metal roof panels. Unit Cost #02: Provide square foot cost for replacement of Wet / deteriorated existing Flute Fill and insulation. Optional Cost #01: Manufacture FULL TIME (8-hour day) Supervision Optional Cost #02: Manufacture Daily Site Visits 2. Vent Tops and divertors: Contractor to remove and replace all tops and divertors as part of this scope. Contractor to flash with split boot. If the vent is heated contractor to use the Duro-Last dual wall flashing to assure heat pipe has a minimum of 1" separation from flashing membrane. Once properly flashed secure with Panduit ban, seal and install new diverter and vent top. Quantity of 18 each. 3. Perimeter Edge: Contractor to terminate all membrane at edges as follows: a. Gutters: L Gutters/Downspouts: Contractor to include the cost to detach'and reset gutters and downspouts. Contractor, also, to install 1" wide'/a" steel bracket under the gutter at 8' OC (Bracket to be attached to exterior wall extending under and up the outside face and then turning down into the gutter a minimum of P). See "4T Gutter Bracket Detail" attached to this document. Attach bracketing at 8'-12' oc. Vol. Pg /SST INV.-DUROPLAST A"' THE WORLD'S BEST ROOFG) ii. Membrane Termination: Contractor to terminate membrane into gutter, using 1-3/4" Fascia Bar with metal cover. iii. Gutters and downspouts Alternate 402 — Provide a cost to replace all gutters and downspouts. b. Rake / Gable edges: Contractor to terminate membrane using 2 Piece All term metal edge and match exterior face to cladding. 4. Existing Translucent Roof panels (20): a. BASE SPECIFICATION-SKYLIGHTS- i. Contractor to install wood curbs at 10 of the existing translucent (FRP) panels. Contractor to flash using fully adhered 80 mill bareback membrane and extend membrane up and over the curbs. Contractor to then install double dome skylight with exterior screen mesh to act as both hail resistant and fall protection. ii. Contractor to cover / install matching R Panel metal roof panels over the remaining (10) translucent panels that will not receive curbs skylights. b. ALTERNATE #01-Translucent panels- Provide an alternate price to: i. Install matching R-Panel metal roof panels over ALL translucent panels. ii. Provide, prep roofing and install forty (40) 18" diameter (round or square) reflective solar lighting and water proof these in accordance with manufacture's specifications. 5. Project Team Contact Sheet: Contractor to provide a contact sheet listing primary contacts, to include Prime and subcontractor information. A minimum list will include overall project management team members, on site primary team members and emergency contact team members. Email and cell phone contact numbers for all primary personnel to be included on the contact sheet. Contractor to bring to Pre -Construction meeting. If personnel on the Team Contact list should need to change during the process of the project, at a minimum, an email will be generated to Brazos County, 4T Partnership, and Duro-Last notifying all of the changes. 6. Staging area: Contractor will maintain a single designated staging area. All material storage, equipment storage is required to be kept at staging unless in use. All breaks, Lunches, and safety meetings to be held in staging area at all time. Unless authorized and identified with the Pre -Construction minutes. Contractor will stage equipment, material, and Company/ Crew vehicles in the assigned staging area location. Contractor will. conduct safety meetings, Iunch and breaks in the staging area. Contractor will maintain a Porta John and wash area within the area. Staging area should be marked with safety cones and caution tape to help prevent accidental access by the public. EVol v�� Pg- �— O ,gom &VAd THE WORLD'S BEST ROOFe 7. Storage: Contractor is responsible for assuring that all material is secure on the roof and ground. All trash and debris should be bagged on a regular basis. Site should be free of wind-blown wrappers, trash, or debris. Contractor will maintain surrounding grounds with no debris, wrappers, water bottles etc. Contractor will bag all debris unless using a Skytrac and box for debris. At no time may contractor throw or discharge any materials or debris from roof. 8. Signage: Contractor will post one sign at the staging area identifying the site is an active construction site. Signage should include Company name, Office contact (Phone and Email) Site Project Manager name and phone number. 9. Ground Protection: Contractor will mark with cones on the ground whenever working within 10' of the perimeter over doors, exits and vehicle garage doors. Contractor to properly rope off perimeter at all times in compliance with OSHA guidelines. Harness all workers working within a 10' perimeter of roof edge. 10. Rain & Weather: Contractor will have personnel on site or within 15-30 min. from the job site 7 days a week and including Holidays until substantially complete. At any time that the building is exposed to weather (Rain, Wind or Other) Contractor will meet Owner representative to assure all water tie offs are in place and to assure there is no moisture entry into the building. Contractor is responsible for keeping the building in a watertight condition from start of construction until complete. If crew or personnel dispatch for holidays or weekends contractor is required to maintain a minimum of two personnel 15-mile radius to respond, should it rain and to daily inspect of staging area, inspection of roof loaded material and to inspect all water tie offs a minimum of twice daily on non -workdays. 11. Site Safety: Contractor will adhere to all safety requirements while performing work on the site. This will include but not limited to the following: a) Compliance with all OSHA requirements -See attached OSHA Bulletin - Roofing b) Compliance with all County requirements c) Contractor will maintain a clean and orderly staging area throughout execution. Staging area will include a porta john and be clearly marked with cones and caution tape. The area is to be clearly marked to avoid any accidental entry by the public. Contractor will maintain all crew trucks, lifting equipment, ext. in this area. d) Lifting Equipment will always be stored in staging if not being used. Contractor will protect all parking lot surfaces with plywood to prevent any dripping of hydraulic oil or other. Contractor will chain the wheel to the axle when not in use. Contractor will provide a copy of the key or passcode to equipment. Contractor will avoid creating ruts or damage to the surrounding areas, buildings and/or land scape. Any signs of leaking or significant issues with Hydraulic equipment contractor will immediately switch out equipment and do so without interruption to the work. E 3 �� p9 /S'1 ga Li'Ww DUROt� E THE WORLD'S BEST ROOFa e) Contractor will always maintain a fire Extinguisher in the staging area and at the roof where anylgas filled generators are in use. f) Contractor will install all required warning lines and fall protection as required throughout the execution of the work to protect the public and county personnel while on site performing repairs. g) Contractor will provide their own access to and from the roof. Contractor crew is to refrain from entry, interior roof hatch or exit of the building. Only the Project Manager and Crew Superintendent shall access or traffic the building and only with an approved County escort. h) Contractor will install safety at all primary entrances and exits that are to remain open during repairs / construction. i) Contractor will comply with all required work hours and special designated days by the county. Contractor should include and anticipate any costs associated with overtime and night or weekend work to complete this project. No change orders for overtime, weekend or night work will be permitted. All work hours and days of work to be approved by Owner prior. j) Contractor and crew will comply with all Covid-19 rules and procedures while on site performing work. k) Contractor and crew will refrain from any smoking on site. Contractor, Crew and Contractor vehicles will refrain from any drug or illegal substances on person or use while performing work. No alcohol or other on site whether containers are empty or full. This includes person and/or vehicles. 12. Crew Safety Vests: All Contractor personnel on site will wear safety vest to allow ease of identification for building personnel and public. Contractor Crew Superintendent and Project Manager will wear a different colored safety vest for ease of identification of Owner Personnel and the Public. 6. Permit Fee(s): Contractor will include any Permit costs and will include any administration cost for submitting and/for filing for a permit. Should a permit be required the contractor will include all costs for submitting for permit and any cost to collect the permit and post the permit at the appropriate locations. 7. Safety Spotter: Contractor will provide spotter personnel at the front and rear of any lifting equipment when equipment is be moved outside of staging area to assure that no public property or personnel can be damaged or hurt during operation. Contractor will also utilize a spotter any time the crew may be working within 10'- 15' of the perimeter of the roof. Should the contractor be required to expose the roof to below to occupant or public. (i.e., Skylights) Contractor will coordinate with County with County contact for coordination of the Area being exposed. Any such type of area should also be marked with cones to prevent the public from accidently walking into this area. E l. �'� Pg. LAST AN THE WORLD'S BEST ROOFe 8. Access: Contractor will provide their own exterior access to the building. All access points are to be removed when contractor is not on site or construction activity is not in process. Anyone accessing thru the building must comply with all COdID- 19 and CDC Guidelines. Contractor personnel will perform temperature checks each day and document each crew member result. 9. Electrical Power: Contractor will supply all the contractor required power for operation of equipment. Contractor is not allowed at any time to use Owners water, electrical receptacle or other in execution of this scope of work. 10. Reconnect/ Disconnect: Contractor is not authorized or allowed to disconnect any Mechanical units on the building. If for any reason the contractor feels it is necessary to disconnect a mechanical unit this must be approved in advance and scheduled with the Owner. 11. Background Information: Contractor will supply all required background information required to comply with Brazos County requirements. 12. _insurance: Contractor will submit proof of insurance (Certificate of Insurance) showing coverage that meets or exceeds all county requirements. 13. Exterior ladder / Stairs: Contractor will include in their proposal and provide their own exterior access to the building. All exterior ladder access is to properly secure when in use and removed during any times the crew is not on scene. 14. Warranty Signage: Contractor will post a sign at the Hatch access or in location of the County choosing to notify anyone who access the roof the Date Installed, Manufacture, Contractor name and phone number, Manufacture warranty period and assembly installed. 15. Occupant Notification: Contractor to post 8 %2 x 11" Notification at access / entry doors and exits notifying public and occupant of work currently active on at this site. 16. Treated Wood: Any and all wood installation or replacement shall be "Treated" to prevent moisture and decay and be compatible will roof membrane and accessories. 17. Warranties: Provide 20-year NDL Warranty and 5-year contractors warranty. CLOSEOUT DOCUMENTS & PAYMENT PROCESSING Contractor will submit a single and final invoice upon completion of the repairs for Brazos County Roof Repairs- Package II and Road & Bridge Building to include the following: 1. Contractor Warranty: Contractor will provide the Contractor 5-year workmanship warranty for all work performed. 2. Final Inspection 4T Partnership will schedule an inspection with the Contractor and the Owner/County to perform a walk through and inspection of the completed Roof assembly and all areas included in the contractor's scope of work. 4T Partnership will forward i THE WORLD'S BEST RDDFe minutes and documentation of any items in need of correction or repair. Any punch items will be corrected during inspection or can be performed, and contractor can submit photos showing corrective action. 3. Contractor full and final Invoice — Contractor will submit a Final invoice with confirmation of completion of all punch list items and reference RFP II and building name with address. 4. Manufacture "No Dollar Limit Guaranty_— Contractor will submit a copy and provide the Owner with an original of the required 20-year NDL Guaranty. The Guaranty should reference the Correct Owner / Member Name, Building Address and include execution by the Manufacture appropriate representative. 5. "Conditional" Lien Release- Contractor will submit a "Conditional Lien: Release with closeout documents including separate releases for any listed sub -contractors. 6. Performance & Payment Bond- Contractor will submit a copy of the Payment & Performance bond. 7. Punch List Items Documentation- Contractor will provide any necessary punch list / corrective action list and documentation showing each correction if required after the final inspection. S. Please Brazos County Purchasing requirements for any additional closeout documents. DELIVERY, STORAGE, AND HANDLING Store all materials in compliance with Manufacture requirements to avoid water damage and store rolled goods on end. Comply with manufacturer's recommendations for job -site storage and protection. If necessary, cover with lose tap or plastic and allow to breath. - Contractor will adhere to all requirements regarding stagging location, site management and occupant safety to assure that both Contractor(s) crew and public / County personnel and the public are protected at all times. - Contractor will supply a duplicate key or Code to operate all equipment being stored on site to facilitate (if necessary) moving this equipment if required by first responders. - Contractor / Crew will prevent any blowing debris throughout the execution of the work. All material will be properly secured. Any material roof loaded must be tied or secured when not performing repairs on site. All debris will be bagged and placed in a receptacle or dump trailer. - Contractor will at no time while positioned on the roof load material or equipment from ridge to eave over entrance and exits of the buildings. JOB CONDITIONS The Contractor preparing a proposal in response to this RFP acknowledges that all work is to be. performed while current activities within these buildings continue or proceed. Contractor will take and include all associated costs for signage, caution tape and safety cones to assure the tenant and public are protected from harm. Proceed with installation work only after substrate is prepared, clean, smooth, and dry. Proceed with installation work only when weather conditions allow. Follow primary manufacturer's recommendations during application throughout. Vol. ��� 4 g._® �Lts� is THE WORLD'S BEST ROOF© » - Contractor agrees to schedule work on� individual building /Roof area only after verification that the County does not have any pre -schedule events and/or conflicts without penalty or cost to the County. - Contractor Project Manager will advise the Member each day on the prior days weather forecast. Each day that the forecast includes a greater than 30% (for that window of time) chance of rain and/or Winds forecast to be in excess of 15-20 mph the contractor will have the option to schedule a "no -work" weather delay day. - Contractor is at all times required to maintain a watertight condition on all buildings being repair / under construction. Contractor and his Insurance Company will be responsible for any damage to the interior and/or exterior) caused due to negligence on the contractor's part. The contractor agrees to keep all buildings in* a watertight condition until such time that the Building/Project IN has been substantially completed and closeout documents submitted. - COVID-19 / Pandemic: Contractor will adhere to all guidelines, procedures and policies regarding the County's official and published requirements concerning Covid-19 and PPE and include in his/her proposal all necessary costs to comply. DETAILED SCOPE OF FORK Facilities Services Building General Scope of work: 1. Brazos County RFP: Sub -Contractors will submit their proposal in accordance with Duro-Last Manufacturing which will act as the prime contractor. Manufacture and sub -contractor will follow all requirements issued/requested by Brazos County purchasing to include and provide all specified materials, labor and all warranties and guaranties to repair/replace the roof at the Road & Bridges Building 2. Pre -Construction Meeting: Prior to the execution contractor will attend a Pre - Construction meeting (Contractor Project Manager, Superintendent, Manufacture Representative, Owner and Consultant) to review execution; scheduling, and general guidelines for the project. Contractor will submit submittals (PDF, Application Guidelines, Field Drawings, Warranties, Guaranties) prior to the Pre -Construction meeting for all required products and MSDS sheets. Contractor to provide a Project Contact Sheet with names; cell phones and email for all personnel to be involved with scope of work. (Project Manager, Site Project Manager, Crew Superintendent and Office Contact) Contractor should submit a soft copy of these documents no later thenl0 days prior to this meeting. 3. General Condition: All deviations from the following scope of work, to include unforeseen or hidden conditions, as well as, work associated with unit cost activities, shall proceed ONLY with,prior approval from 4T Partnership and the Brazos County representative. 4. Inspection Existing conditions; Contractor to inspect the existing insulation and decking conditions. Contractor to provide unit cost (square foot $) for wet / deteriorated insulation (to include flute fill) replacement. Contractor to provide unit cost (square foot $) for deck replacement. Vol. .3 so� pg. (� gmr ffffad THE WORLD'S BEST ROOFS ME 5. Fastener Pull-out Test: Contractor to perform fastener pull test to assure pull out and required spacing for any fasteners. Contractor to perform prior to the Pre -Construction meeting. Contractor to provide pull values at the pre -Construction meeting. 6. Remove and Install execution: a. Front (Office Area) Roof: Contractor to remove existing 40 mill PVC along with all screws and plates. Inspect existing insulation and replace wet or deteriorated, on a unit cost. Prior approval required as described in this document. Mechanically attach an approved %" Gypsum Roof Board, over existing EPS and ISO. Stagger all joints. Mechanical attachment to meet manufacture's requirements to achieve 90 lb system per ASCE-7. Install, via adhered attachment, an 80 mil Fleeceback, adhered with CR20 for,entire field of the roof. No peel stop required unless required by Manufacture. b. Main Roof area(s): Contractor to perform chosen option for existing translucent panels. Contractor to lose lay flute fill in flutes of r-panel metal roof with EPS flute fill, contoured, cut to fit in flute. Contractor to install, via mechanical attachment, an approved %a" Gypsum Roof Board, over 1# density EPS flute fill. Stagger all joints. Mechanical attachment to meet manufacture's requirements to achieve 90 lb. system per ASCE-7. Install, via adhered attachment, an 80 mil Fleeceback, adhered with CR20 for entire field of the roof. No peel stop required unless required by Manufacture. c. Contractor will perform all work in accordance with all manufacture guidelines and will maintain a watertight condition while executing the scope of work. The building must remain operationally open and performing its function for the county throughout repairs. During the execution of the scope of work. Contractor will protect the building from moisture entry from start to finish of the scope of work. Contractor will utilize and install night seals at the end of each day to assure and terminate any completed or uncompleted areas daily. Should any of the new assembly become wet remove / damages contractor will replace before proceeding with work. 7. Existing Two-way Vents: Contractor to remove and dispose of. No new two-way vents will be utilized. 8. Wood Nailers: Contractor to install treated new nailer at any or all required locations. 9. New Assembly: a. Main Roof: Flute Fill: Contractor will install, via lose lay and in accordance with manufacture's specifications, 1# density EPS contour cut flute fill pieces. Flute fill will be appropriately sized to fit in the flute per manufacture's specifications. b. All Roofs: Crieketing: Contractor will install cricketing, %" per foot taper, on the "High side" of all curbed penetrations. c. All Roofs: Gypsum Roof Board: Contractor will install, via mechanical attachment, an approved r/a" Gypsum Roof Board over the underlying assembly. Vol. 3 8 S pg. /��- MN WO THE WORLD-S BEST ROOFo Mechanical attachment to meet manufacture's requirements to achieve 90 lb system per ASCE-7. All gaps greater than %4" will be filled prior to membrane installation. d. All Roofs: Field Membrane: Contractor to instalI' I0' wide sheets of 80 mill PVC Fleeceback Membrane. Contractor to adhered membrane, using CR20 adhesive, over the approved'/4 Gypsum Roof Board, mechanically attached to meet manufacture's requirements to achieve 90 lb system per ASCE-7. Assembly is to meet UL listed Impact 4, "Severe" Hail Certification. Contractor to lay out rolls and relax each sheet prior to installation Contractor to lightly broom each sheet after install to ensure full embedment of the sheet and adhesive. Install patch were required. Contractor should take care to not over seat the fleeceback in the adhesive which can cause wrinkling. 10. Flashing/Assembly removal: Contractor to remove all roof material down to the underlying insulation. Inclusive of any associated roof products. Before installing new assembly, contractor is to inspect and verify the substrate meets all industry requirements before installing the new assembly. Contractor is to notify the county immediately should they identify any defective items to allow the county to inspect. Contractor Advisory: A number of penetrations may need to be reattached from underneath the substrate as they appear to be dislodged or unsecure. Several may/will require extending to meet the 8" minimum Height. Please review during Pre -Bid walk thru. 11. Metal Ridge Vents: Contractor to replace existing Metal round Vents with Manufacture's pre -manufactured PVC Metal Plenum Vents, 2 Plenum Vents for 1 existing vent. 12. Translucent Panels: Base; Contractor to cover 10 of 20 existing translucent panels with metal panels, matching the existing. Contractor to install 10, new, skylights and associated wood curbing, flash and install double dome skylight and fall protection and secure. Contractor to protect against overdriving screws and damaging skylight frame. Contractor to fill existing translucent panels no longer being used with matching metal decking prior to installation of the new roof assembly. Contractor to provide a price for Alternate #01 in leu of the base specification. 13. Perimeter Edge: Contractor to terminate all membrane as follows: a. Gutter: i. Contractor, as part of the base bid, to include the cost to detach and reset gutters and downspouts. ii. Contractor to terminate membrane into gutter, using 1-3/4" Fascia Bar with metal cover. Contractor, also, to install I" wide %4" steel bracket under the gutter at 8' OC (Bracket to be attached to exterior wall extending under and up the outside face and then turning down into the gutter a minimum of 1"). See "4T Gutter Bracket Detail" attached to this document. Contractor will include in his cost all associated cost td tie into below grade drainage, if condition currently exists. vol. 3 ko Pg. /f�.3 '��,�, � =1�L Roj>LA nT 4 iOERR TIME WORLWS BEST ROOF& Contractor Advisory: ;Contractor should review current overhang of roof and gutter placement. This may require trimming of the original metal overhang. b. Rake / Gable edges: Contractor to terminate membrane using 2 Piece All term metal edge. 14. Penetrations Flashings: Contractor to provide and install split boots and flashings at all non -curbed penetrations to assure each fit snug and tight around the shaft of the penetration. Termination to include Panduit band top seal and back seal. 15. Plumbing Stacks: Contractor to remove existing flashings and install extender on plumbing jacks that are less than 8" (Portals plus) and flash with PVC split boot, Panduit band and seal. 16. Equipment supports: Contractor will provide new equipment supports all existing. Contractor will install new wood 4" x 4" treated wood under the membrane and not on top. All wood supports are to be encapsulated under the membrane. 17. Conduit and Supports: There are no conduit on roof currently, 18. Walk Pads: Contractor is to include in this scope of work to include the installation of Manufacture walk pads at all service sides of Mechanical Units and Roof hatch / Roof access and any deck transitions. If known are obvious contractor to install one walk pad at Owners designated access location. 19. Cylindrical Metal Vents / Flue vents: Contractor to replace all tops and rain collars with new. Seal and mechanically affix each. All flue vent tops are to be replaced. Paint color to be at County choice or selection. 20. Treated Wood: Replace all wood components that are required with Treated wood resistant of rot and decay. All must be compatible with Roof assembly and accessories. 21. DetaiIs: Please reference details provided for reference for all specified detailing at the end of this document. 22. Specialty / Site Specific Item: Plumbing Stack /Flue Vents - Contractor to reattach all existing flue vents and Plumbing stacks not currently attached below roof deck / substrate. PART 1 GENERAL / SPECIFICATIONS: Facility Services Building 1.1 SCOPE OF WORK A. All manufacture's recommendations and specifications shall be followed in preparing the existing conditions to receive the new roof assembly. Vol. 3 9 S �� pg. 4 `i THE WORLD'S BEST ROOFo B. Front (O ice) Roof area: v a. Removal of the exposed PVC and mechanical fasteners. Remove all cylindrical flashings. Ridge vents are to be replaced with Manufacture prefabricated Plenum vents, 2 Plenum vents to replace each existing, if applicable. b. Contractor to inspect all existing insulation and flute fill materials. Contractor to provide a unit cost, square foot, to replace any deteriorated flute fill and insulation. Prior approved, as described in 3. "General Conditions", will be required for replacement of existing products. C. Main Roof: a. Existing translucent (skylights): All work associated with Brazos County's selected options regarding the translucent panels shall be performed in accordance with manufacture's specifications. b. Contractor to lose lay install 14 Density EPS Flute fill, contoured cut to fit in the existing R Panel metal roof flutes. D. All Roofs; Install, via mechanical attachment, an,approved %a Gypsum Roof Board over the existing insulation (front roof) and lose laid insulation. E. All Roofs; All products should be Manufactured by the Primary Manufacture warrantying the assembly/system. F. All Roofs; Install, via adhered attachment, an 80 mil PVC Fleeceback Membrane, adhered with CR-20 membrane adhesive, with splatter application over primed gypsum roof board. Install screw and plates at all perimeter terminations perimeter edge and curbs / penetrations. G. All Roofs: Perimeter Edge: Perimeter Edge: Contractor to terminate all membrane as follows: a. All Roofs; Gutter: i. Contractor, as part of the base bid, to include the cost to detach and reset gutters and downspouts. ii. Contractor to terminate membrane into gutter, using 1-3/4" Fascia Bar with metal cover. Contractor, also, to install 1" wide'/a" steel bracket under the gutter at 8' OC (Bracket to be attached to exterior wall extending under and up the outside face and then turning down into the gutter a minimum of F). See 4T Gutter Bracket Detail" attached to this document. Contractor will include in his cost all associated cost to tie into below grade drainage, if condition currently exists. b. Rake / Gable edges: Contractor to terminate membrane using 2 Piece All term metal edge. Owner to approve color. Match existing profile and width of existing trim. Vol. 3W pg. / �� LAST A &WAi THE WORLD'S BEST ROOF® H. All Roofs; Install penetration fleshings (split boots only) at cylindrical penetrations. Assure all are properly sized and fit smooth and tight to all vertical fleshings. Top seal and back seal. Then install Panduit band and caulk. Any use of pitch pans will require pre - approval. No pitch pans are to be used. I. All Roofs; Replace all flue vent tops and round curb exhaust vent tops that are exposed and damaged from Hail Exposure. J. All Roofs; Fasteners, adhesives, and other accessories required for a complete roofing installation. K. All Roofs; Traffic Protection. Walk pads to be installed at roof hatch and service side of All mechanical units. Do not install walk pad over membrane laps.(White with yellow striping) 1.2 REFERENCES A. NRCA - The NRCA Roofing and Waterproofing Manual. B. ASCE 7 - Minimum Design Loads for Buildings and Other Structures. C. UL -Roofing Materials and Systems Directory, Roofing Systems (TGFU.R10128). D. ASTM C 1289 - Standard Specification for Faced Rigid Cellular PoIyisocyanurate Thermal Insulation Board. E. ASTM D 751 - Standard Test Methods for Coated Fabrics. F. ASTM D 4434 - Standard Specification for Poly (Vinyl Chloride) Sheet Roofing. G. ASTM E 108 - Standard Test Methods for Fire Tests of Roof Coverings. H. ASTM E 119 - Standard Test Methods for Fire Tests of Building Construction and Materials. 1.3 SYSTEM DESCRIPTION A. General: Provide installed roofing membrane and base flashings that remain watertight; do not permit the passage of water; and resist specified uplift pressures, thermally induced movement, and exposure to weather without failure. B. During installation contractor will install night seals to assure the building remains watertight throughout the installation of the roof system. C. Material Compatibility: Provide roofing materials that are compatible with one another under conditions of service and application required, as demonstrated by roofing membrane manufacturer based on testing and field experience. Provide all of the primary manufacture's products. Any products not manufactured by primary manufacture must be submitted for approval prior to delivery to the job site. D. Physical Properties: 1. Roof product must meet the requirements of Type III PVC sheet roofing as defined by ASTM D 4434 and must meet or exceed the following physical properties. 2. Thickness: 80 mil (101 mil including fleece), nominal, in accordance with ASTM Vol. �sg pg. LAST &���®i THE WORLD'S BEST ROOFo 3. Thickness Over Scrim: >_ 41 mil in accordance with ASTM D 7635. 4. Breaking Strengths: > 545•lbf. (MD) and >:376 Ibf. (XMD) in accordance with ASTM D 751, Grab Method. 5. Elongation at Break: >_ 34% (MD) and ? 33% (XMD) in accordance with ASTM D 751, Grab Method. 6. Tearing Strength: >_ 70 Ibf. (MD) and > 211 lbf. (XMD) in accordance with ASTM D 751, Procedure B. 7. Low Temperature Bend (Flexibility): Pass at -40 OF in accordance with ASTM D 2136. 8. Linear Dimensional Change: < 0.10% (MD) and 0.10% (XMD) in accordance with ASTM D 1204 at 176 t 2 OF for 6 hours. 9. Water Absorption: 5 0.1% in accordance with ASTM D 570 at 158 OF for 166 hours. 10. Static Puncture Resistance: ? 33 lbs. in accordance with ASTM D 5602. 11. Dynamic Puncture Resistance: >_ 14.7 ft-lbf. in accordance with ASTM D 5635. E. Cool Roof Rating Council (CRRC): 1. Membrane must be listed on CRRC website and meet CRRC requirements. a. Initial Solar Reflectance: >: 87% b. Initial Solar Reflective Index (SRI): >_ 110 F. Insulation 1. Inspect and Reuse existing Insulation currently in place (Front Roo fl. 2. Loose lay 14 density EPS Flute Till (Main Roof) 3. Approved %a" Gypsum Roof Board Primed (Mechanically attached / 90 LBS minimum) 1.4 SUBMITTALS A. Submit under provisions of Section 01300. B. Project Team Contact Sheet with both phone numbers and email. C. Product data sheets on each product to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods. 4. Maintenance requirements. D. Application guidelines for the specific assembly being installed. E. Shop Drawings Vol. 8g pg. ��rl ANSDUROPLAST I THE WORLD'S BEST ROOF® Provide shop drawings showing mechanical attachment of insulation attachment. Pull test results and required attachment based on results. F. Verification Samples: For each product specified, two samples, representing actual product, color, and finish. 1. 4" by 6" sample of 80 mill Fleeceback membrane, White. 2. 4" x 6" sample of walkway pad. White with Yellow stripping. 1. Termination bar, fascia bar with cover, drip edge and gravel stop if to be used. 2. Submit PDF of all Counterflashing skirting to be installed at Mechanical units including gauge and profile. 3. Submit fasteners with appropriate sizing for each application to be used at all transitions, flashings, curbs, parapet wall, etc. 4. Product Data Sheets for each product and accessories to be used and installed within the roof assembly. 5. SDS: Contractor to submit copies of all Safety Data Sheets and maintain one bound copy on site throughout the execution of the scope of work. 6. Field Drawings: Contractor to submit all manufacture and/or field drawings for details to be used in the execution of this work. 7. Contractor to submit PDF of all wood components to be used on execution of this work. 8. Contractor to submit PDF and profile drawing for any Metal deck replacement. G. Installer Certification: Certification, from the roofing system manufacturer that Installer is approved, authorized, or licensed by manufacturer to install roofing system. H. Submit Manufacture Guaranty (sample) -Warranty to include all membrane wall flashings, curb flashings, scuppers, downspouts, and perimeter metal termination metal. I. Submit Contractors 5-Year Warranty (sample) 1.5 QUALITY ASSURANCE A. Owners' consultant will inspect all work a minimum of once to twice per week during the execution of the repairs. Contractor to correct all deficiencies noted during inspection prior to following week inspection. B. Perform work in accordance with manufacturer's installation instructions. C. Manufacturer Qualifications:, A manufacturer is primary (not a toll manufacture) specializing in the production of PVC membranes systems. Maintains an Auditing process including inspection of all warrantied roof before issuance of said warranty. Has Vol. Pa. / �8 DUROOLAST M-1, 0 THE WORLD'S BEST ROOF.® registered it products and is listed with both Factory Mutual and UL and has produce these product in excess of 10 years. D. Installer Qualifications: Contractor must be Certified with the Manufacture, be able to issue Manufacture `q IDL" Warranty, Capable of issuing a Payment and performance bond and has a minimum of 10 years install (successively) specified system/assembly. Note: See additional contractor requirement within the RFP requirements. E. Source Limitations: All products to be sold and tested by the primary Manufacture. F. There shall be no deviations from the roof membrane manufacturer's application specifications and/or these specifications without written approval prior.. NRCA guidelines will be followed as a minimum. G. Contractor to submit copies of all Manufacture inspections (following week) to Owner and 4T Partnership. 1.6 REGULATORY REQUIREMENTS A. Conform to applicable code for roof assembly wind uplift and fire hazard requirements. B. Fire Exposure: Provide membrane roofing materials with the following fire -test -response characteristics. Materials shall be identified with appropriate markings of applicable testing and inspecting agency. 1. Exterior Fire -Test Exposure: a. Class A: ASTM E 108, for application and roof slopes indicated. 2. Fire -Resistance Ratings: Comply with ASTM E 119 for fire -resistance -rated roof assemblies of which roofing system is a part. 3. Conform to applicable code for roof assembly fire hazard requirements. C. Wind Uplift: 1. Roofing System Design: Provide a roofing system designed to resist 90 LBS uplift pressures calculated according to the current edition of the ASCE-7 Specification Minimum Design Loads for Buildings and Other Structures. 2. All installations to meet or exceed manufacture's requirements for 90 LBS minimum. 1.7 PRE -INSTALLATION MEETING A. Convene meeting not less than two weeks before planned or scheduled start date for work of this section. B. Review methods and procedures related to roof deck construction and roofing system including, but not limited to, the following. 1. Pre -Construction Meeting: Owner, Consultant, Manufacture representative, roofing installer, roofing Site Project Manager, Superintendent and any office personnel and any Contractor sub -contractors. vol. pg. a`��P441 a�/R®�Lr4ST THE WORLD'S BEST ROOF® 2. Contractor to provide three copies of all SDS Sheets. ` 3. Contractor to submit all submittals no less than one week prior to pre -construction meeting. 4. Contractor to furnish/submit a list of all Sub -Contractors and Contacts. 5. Contractor to provide/submit a Project Contact list at the pre -con. 6. Contractor to provide/submit an Occupant notification sheet on letter head with contact numbers to advise public and occupant of upcoming construction and dates for work. 7. Review and finalize construction schedule and verify availability of materials, installer's personnel, equipment, and facilities needed to make progress and avoid delays. 8. Verify location of staging area. 9. Verify the location of Contractor access on to the roof and existing. 10. Discuss and review all safety requirements. 11. Discuss all Ioading of materials and securement of materials on roof and in staging area throughout project. 12. Examine deck substrate conditions and finishes for compliance with requirements, including flatness and fastening. 13. Review structural loading limitations of roof deck during and after roofing. 14. Review base flashings, special roofing details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that will affect roofing system. 15. Review governing regulations and requirements for insurance and certificates if applicable. 16, Review temporary protection requirements.for roofing system during and after installation. 17. Review roof observation and repair procedures after roofing installation. 18. Review all execution specific requirements listed in the execution section of the scope of work. 1.8 DELIVERY, STORAGE AND HANDLING A. Prior to delivery of Material Contractor is to inspect the underside of the substrate to identify any locations where material placement should be limited if suspect. Contractor to also identify any incumbrances attached, hanging or otherwise at -risk during installation. B. Deliver roofing materials to Project site in original containers with seals unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture, and directions for storing and mixing with other components. C. Store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by roofing system manufacturer. Protect stored liquid material from direct sunlight. Vol. 3 82' pg. / 76 A was THE WORLD'S BEST ROOFP D. All products sensitive to temperature and /or exposure to the elements prior to use shall be kept in appropriate containers or brought out daily to job site. E. Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture, soiling, and other sources. Store in a dry location. Comply with insulation manufacturer's written instructions for handling, storing, and protecting during installation. Once on site if necessary, cut shrink wrap to allow material to breath and cover with a tarp. F. Store roof materials and place equipment in a manner to avoid permanent deflection of deck. G. Store and dispose of solvent -based materials, and materials used with solvent -based materials, in accordance with requirements of local authorities having jurisdiction. H. All material on the roof to be secured to prevent any wind-blown debris. 1.9 WARRANTY A. Contractor's Warranty: The contractor shall warrant the roof application with respect to workmanship and proper application for Five (5) years from the effective date of the warranty issued by the manufacturer. B. Manufacturer's Warranty: Must be no -dollar limit type and provide for completion of repairs, replacement of membrane or total replacement of the roofing system at the then - current material and labor prices throughout the life of the warranty. In addition, the warranty must meet the following criteria: 1. Warranty Period: 20 years from date issued by the manufacturer. 2. No exclusion for Ponding water 3. Warranty shall not place excessive requirements on Owner to maintain Manufacture Warranty. 4. Acts of God, Vandalism to be excluded. 5. No exclusion for damage caused by biological growth. 6. Issued direct from and serviced by the roof membrane manufacturer. 7. Transferable for the full term of the warranty. PART 2 PRODUCTS 2.1 MANUFACTURER A. Contractor to identify Manufacture Name and certification on the RFP Contractor proposal form. B. All proposals submitted must be on the provided RFP Proposal form and completed correctly. C. Contractor shall inspect the building thoroughly and verify all required details and scope to perform the work and supply the specified Scope of Work and Warranties. D. Approved Manufactures: GAF Materials Corp / Duro-Last Roofing Vol. SE 9 pg. 1% � prom C��. R01I.AS7 &WAN; THE WORLD'S REST ROOFe 2.2 ROOFING SYSTEM COMPONENTS A. Roofing Membrane: Manufacture PVC Fleeceback Membrane conforming to ASTM D 4434, type III, fabric -reinforced, PVC, NSF/ANSI 347 Gold or Platinum Certification, and a product -specific third -party verified Environmental Product Declaration. Membrane properties as follows: 1. RemovaI of existing PVC 40 mill membrane Roof Membrane including existing screws and plates, penetration flashings, curb flashings and all associated fasteners down to the underlying assembly. (Front Rog)q 2. Installation of cricket (where required) reuse existing insulation and install an approved %"gypsum cover board (primed) mechanically attached with screws and metal plates in accordance with Manufacture requirements. 3. Membrane: a. Install 80 mill PVC Fleeceback membrane in CR20 adhesive (field) / 80 mill PVC bareback membrane at all vertical walls / curbs using Solvent -based adhesive. 4. Exposed Face Color: a. White. 5. Products recycle content 7% post-industrial and 0% post -consumer. B. Accessory Materials: Provide accessory materials supplied by or approved for use by Manufacturer. 1. Sheet Flashing: Manufacturer's standard reinforced PVC sheet flashing. 2. Install, via mechanical attachment, the approved'/ " gypsum cover board, then the 80 mil bareback, via adhered attachment, at all curbs using solvent -based adhesive. Install fabricated comers for all curb corners. a. Stack Flashings. Contractor to use split boots only. b. Metal Ridge Vent: Provide Manufactures prefabricated Metal ridge vent to replace existing. c. Inside and Outside Corners. d. Vinyl Coated Metal Scupper with collection box and downspout e. PVC Metal Clad overflow scuppers w/ picture frame 3. Sealants and Adhesives: Compatible with roofing system and supplied by Manufacture, Inc. a. Fleecback adhesive CR-20 Membrane Adhesive. (Field membrane) b. Solvent -Based adhesive (walls and Curbs) c. Manufactures 20-year type sealant. d. PVC Matic. 4. Cover Board- approved'/ " Gypsum Roof Board 5. Fasteners and Plates: Factory -coated steel fasteners and metal or plastic plates meeting corrosion -resistance provisions in FMG 4470, designed for fastening 3�� P Vol.9� I L�L���/��`t THE WORLD'S BEST ROOFe membrane and insulation'to substrate. Supplied by Primary Manufacture a. #14 and #15 Heavy Duty Fasteners. (Contractor to verify appropriate length fastener for both Metal deck and Wood Deck) b. 3-inch Metal Plates. (Barbed) 6. Termination and Edge Details: a. Install 2 Piece All Term Edge metal at rake terminations. b. Turn membrane into gutter and secure with 1-314" Fascia Bar metal cover. 7. PVC Clad Metal: Supplied by Primary Manufacture C. Walkways: 1. Provide non-skid, maintenance -free walkway pads in areas of heavy foot traffic and around mechanical equipment. a. Walk Pads b. Walk pads to be installed at all access points and service side of all Mechanical units. Walk pads to be cut to avoid being installed over any field or wall to deck fleshings. 2.3 ROOF INSULATION ACCESSORIES A. General: Provide roof insulation accessories approved by the roof membrane manufacturer and as recommended by insulation manufacturer for the intended use. B. Fasteners: Provide Manufacture factory -coated steel fasteners and metal or plastic plates meeting corrosion -resistance provisions in FMG 4470, designed for fastening insulation and/or insulation cover boards in conformance to specified design requirements. C. Insulation Cover Board: 1. Glass -mat -faced, water-resistant gypsum substrate conforming to ASTM C 1177/C 1177M, DensDeck® Prime Roof Board as manufactured by Georgia-Pacific Corporation. Or Manufacture's Approved Equal. a. %4 inch thick Dens Deck PART 3 EXECUTION 3.1 EXAMINATION A. Verify that the surfaces and site conditions are ready to receive work. B. Verify that the deck is supported and secured. C. Verify that the deck is clean and smooth, free of depressions, waves, or projections, and properly sloped to drains, valleys, and/or gutters. D. Verify that the deck surfaces are dry and free of standing water, ice, or snow. E. Verify that all roof openings or penetrations through the roof are solidly set. F. If substrate preparation is the responsibility of another contractor, notify Architect of unsatisfactory preparation before proceeding. Vol. Pg. j ����a DUROP L.AST _m THE WORLD'S BEST ROOFe 3.2 PREPARATION A. Clean surfaces thoroughly prior to installation. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. C. Surfaces shall be clean, smooth, free of fins, sharp edges, loose and foreign material, oil, grease, and bitumen. 3.3 INSTALLATION A. Install any tapered board first where allowable or under approved Gypsum Roof Board. (where required) B. Install insulation in accordance with the roof manufacturer's requirements. C. Insulation Cover Board: approved Gypsum Roof Board 1. Use only fasteners, stress plates and fastening patterns accepted for use by the roof manufacturer. Fastening patterns must meet applicable design requirements. a. Install fasteners in accordance with the roof manufacturer's requirements. Fasteners that are improperly installed must be replaced or corrected. b. Attach boards in parallel courses with end joints staggered 50% and adjacent boards butted together with no gaps greater than '/a inch. c. Attach boards over existing EPS and ISO. d. At gutters tapper the last 4' of insulation to assist with drainage. D. Roof Membrane: 80 mill PVC Fleecebaek and Bareback Membrane. 1. Fully adhered fleeceback membrane in field with CR20 adhesive 2. Curbs and Walls fully adhere Bareback membrane with Solvent -based adhesive. 3. Cut membrane to fit neatly around all penetrations and roof projections. 4. Unroll roofing membrane and positioned with a minimum 6-inch overlap along the selvage edge. Roll ends must be butted together and membrane of the same mil thickness, without fleece backing, must be used to form the end lap. 5. Apply adhesive in accordance with the roof manufacturer's requirements. 6. Apply adhesive in splatter pattern. 7. Follow guidelines outlined in the adhesive's Product Data Sheet. 8. Read the adhesive's Safety Data Sheet (SDS) prior to using the adhesive. E. Seaming: 1. Weld overlapping sheets together using hot air. Minimum weld width is 1-1/2 inches. 2. Check field welded seams for continuity and integrity and repair all imperfections by the end of each workday. F. Membrane -Termination/Seeurement: All membrane terminations shall be completed in accordance with the membrane manufacturer's requirements. 1. Provide securement at all membrane terminations at the perimeter of each roof level, Vol. Pg. I74 �c'�'�®a DUR04wASeT MIN THE WORLDS BEST R00,Fe ~roof section, curb flashing, skylight, expansion joint, interior wall, penthouse, and other similar condition. ' 2. Provide securement at any angle change where the slope or combined slopes exceeds two inches in one horizontal foot. G. Flashings: Complete all flashings and terminations as indicated on the drawings and in accordance with the membrane manufacturer's requirements. 1. Provide securement at all membrane terminations at the perimeter of each roof level, roof section, curb flashing, skylight, expansion joint, interior wall, penthouse, and other similar condition. a. Do not apply flashing over existing thru-wall flashings or weep holes. b. Secure flashing on a vertical surface before the seam between the flashing and the main roof sheet is completed. c. Extend flashing membrane a minimum of 6 inches (152 mm) onto the main roof sheet beyond the mechanical securement. d. Use care to ensure that the flashing does not bridge locations where there is a change in direction (except where the parapet meets the roof deck). 2. Penetrations: a. Flash all pipes, supports, soil stacks, cold vents, and other penetrations passing through the roofing membrane as indicated on the Drawings and in accordance with the membrane manufacturer's requirements. b. Utilize split boots by the membrane manufacturer. c. Existing Flashings: Remove when necessary to allow new flashing to terminate directly to the penetration. d. All plumbing stacks to receive properly size "Split" boots and fit snug from field to top of the shaft. Terminate using Panduit band, back seal, and top seal. e. Contractor to extend any plumbing stacks using portals plus extenders. f. Contractor to verify all are attached under the substrate prior to flashing. H. Edge Details: 1. Extend membrane to an into Gutters. Terminate using 1-3/4" Fascia Bar metal cover. Seal with sealant as required. 2. All Term Metal Edge membrane (At all parapet wall transitions) per manufacture's specifications. 3. Coordinate installation of metal flashing and counter flashing specified in Section 07620. 4. Manufactured Roof Specialties: Coordinate installation of copings, counter flashing systems, gutters, downspouts, and roof expansion assemblies specified in Section 07710. WATER CUT OFFS / NIGHT SEALS REQUIRED AT CONCLUSION OF EACH CREW DAY: Vol �g �?--- �#�tea"":- � MNMEE'eff THE WORLD'S BEST ROOFe 1. Provide water cut-offs on'a daily basis at the completion of work and at the onset of inclement weather. 2. Provide water cut-offs to ensure that water does not flow beneath the completed sections of the new roofing system. 3. Remove water cut-offs prior to the resumption of work. 4. The integrity of the water cut-off is the sole responsibility of the roofing contractor. 5. Any membrane contaminated by the cut-off material shall be cleaned or removed. J. Walkways: 1. No walk pads may be installed over field or flashing laps. 2. Install walkways in accordance with the membrane manufacturer's requirements. 3. Provide walkways at all access points, deck area changes and at service side of all units. 4. Install walkway pads at roof hatches, access doors, rooftop ladders and all other traffic concentration points regardless of traffic frequency. Provided in areas receiving regular traffic to service rooftop units or where a passageway over the surface is required. 5. Do not install walkways over flashings or field seams until manufacturer's warranty inspection has been completed. 3.4 FIELD QUALITY CONTROL A. Site inspection weekly and/or bi-weekly as required by Owner's representative. B. Owner will have the option to require full time inspection throughout the execution of this scope of work. Full time inspector must be on site at all times work is occurring. C. All manufacture inspections: Contractor/Manufacture to provide a copy to the Consultant and Owner. D. Final inspection will not be scheduled until contractor has confirmed Manufacture inspection and issuance of the warranty (20 Year NDL Guaranty) and Contractor 5-Year warranty. E. Upon receipt or confirmation of Manufacture successful completion and issuing of the NDL Warranty Contractor will schedule with the County and consultant to perform a final inspection. Any defects noted in final inspection will be repaired by the contractor. If the county so desires the Consultant can perform a follow-up final. Any cost for a required third inspection would be at the cost of the Contractor. 3.5 PROTECTION A. Protect installed roofing products from construction operations until completion of project. B. Where traffic is anticipated over completed roofing membrane, protect from damage using durable materials that are compatible with membrane. Vol. pg_i7� i MINE THE WORLD'S BEST ROOF, C. Contractor will be responsible. for cleaning any membrane that is marked or damaged by foreign material spillage or otherwise. Contractor may at his own cost be required to wash the service of the membrane should this be identified or marked during the final inspection. D. Contractor shall clean/remove all asphalts, rubber fire or other marks from the finished membrane prior to closeout. All adhesive or caulk shall _also be removed prior to acceptance. E. Repair or replace all punch list items prior to closeout documents. This would include all roofing issues as well as repair of the staging area and remaining material must be removed from site.,. Contractor Alternate / Unit Cost Pricing for Proposal: • Provide a cost for Alternate ##01— Provide Forty (40)18" diameter (round or square) reflective solar lighting. • Provide a cost for Alternate #02 - Replace, with new, all gutters and downspouts. • Provide an Alternate cost for Alternate 903: 60 MIL membrane, in leu of 80 MIL membrane. • Provide a unit cost (square foot) for Metal decking (match existing). • Provide a unit cost (square foot) for existing insulation / flute fill replacement (front roof) END OF SCOPE OF WORK & SPECIFICATION BRAZOS COUNTY Facility Services Building Site guidelines / Contractor Execution: Brazos County Juvenile Detention: 1904 W. HWY '1 Bryan. TX 77803 1. Contractor Proposal Form: Contractor to submit RFP proposal to Duro-Last. Duro-Last to be the prime contractor and submit to Brazos County No other forms will be accepted. (SEE PROVIDED CONTRACTOR PROPOSAL EXCEL) 2. General scope of work overview: A. Existing coated PVC Roofing systems: Existing Roof Core = PVC membrane over V2" fanfold recover board over original BUR roof system over ISO over steel deck (S.S" Overall). Contractor to remove existing PVC single ply 40 mill PVC membrane and Temporary Coating and all membrane screws and plates down to the underlying Built-up Roof. Built-up roof to remain. Contractor to remove any loose aggregate existing on the original Gravel BUR system. Install new, via mechanical attachment, an approved '/a" gypsum roof board, over BUR (Existing) using appropriately sized screws, in accordance with published manufacture's specifications. Metal insulation plates are required. Fasten in accordance with manufacture's requirements to achieve 90 lb. system per ASCE-7. Adhere 80 mil Fleeceback using CR20 adhesive (Splatter pattern). No peel stop required unless required by Manufacture. Install adhered 80 Bareback, over mechanically attached roof board and adhere using aptyent rip Vol. 399 pg. THE WORLD'S BEST ROOF,® Spray or Solvent Based SBIV adhesive on all vertical surfaces (Wall and curb Flashings). I B. Existing R-Panel Metal Gym Roof: Contractor to lose lay minimum EPS 1# flute fill materials in flutes to flush with the top of the existing flutes. Contractor to install, via mechanical attachmbnt, an approved VV gypsum roof board over the flute fill. Metal insulation plates are required. Fasten in accordance with manufacture's requirements to achieve 90 lb. system per ASCE-7. Adhere 80 mil Fleeceback using CR20 adhesive (Splatter pattern). No peel stop required unless required by Manufacture. Gable edges = All term edge metal. Contractor, also, to install 1" wide VV steel bracket under the gutter at 8' OC, Bracket See Gym roof separate scope. Terminations will be gutter edges = 1434" Fascia Bar to turn onto outside face of gutter a minimum of 2" extend across outside face and underneath gutter. Bracket to then attach into exterior wall of building with a minimum of two anchors / fasteners. See "4T Gutter Bracket Detail" attached to this document. 3. Faashings: All flashings to be counter flashed by 2" min. Any vertical term bar to receive metal cover. 4. Scope of work includes Contractor is to perform this work on the Juvenile Detention. Building (See site Diagram- Exhibit- A). This scope of work and proposal does not include any other roof areas:at this time. Contractor to prevent foot traffic and/or damage to other roof areas not currently part of this scope of work. 5. Existing Assemblies: a. Roof Coring Confirmed: The existing/exposed assembly includes the coated, exposed PVC Membrane (40 mill) mechanically attached over a coverboard (Fanfold). Directly below the exposed single ply there was a multi -ply, Gravel surfaced, BUR/Modified Roof Membrane over 1" of wood fiber/perlite and ISO Insulation (overall thickness at core = 5.5"). b. Roof Coring Confirmed: Gym — R-Panel Metal roof 6. Site/ Project Manager: Contractor to include and provide in their proposal a Full Project Manager. Contractor will maintain a minimum of one (1) fulltime non -working Project Manager to oversee operations, safety compliance and coordination with site personnel always while under construction. Project Manager will report to Owner/Site Representative a minimum of once each morning and once each afternoon to assure site personnel are advised on all areas that construction activity will be taking place, coordination of any lifting activities and verify any areas of possible moisture entry from prior night or day. 7. Project Team Contact Sheet: Contractor to provide a contact sheet listing primary contacts, to include Prime and subcontractor information. A minimum list will include overall project management team members, on site primary team members and emergency contact team members. Email and cell phone contact numbers for all primary personnel to be included on the contact sheet. Contractor to bring to Pre -Construction meeting. If personnel on the Team Contact list should "need to change during the process of the project, at a minimum, an email will be generated to Brazos County, 4T Partnership, and Duro-Last notifying all of the changes. 8. Staging area: Contractor will maintain a single designated staging area. (as provided by Brazos County) All material storage, equipment storage is required to be kept at staging poi. 399 17 9 0A10,� THE WORLD'S BEST ROOF@ unless in use. All breaks, Lunches, and safety meetings to be held in staging area at all time. Unless authorized and identified with the Pre -Construction minutes. Contractor will stage equipment, material, and Company/ Crew vehicles in the assigned staging area location. Contractor will conduct safety meetings, lunch and breaks in the staging area. Contractor will maintain a Porta John and wash area within the area. Staging area should be marked with safety cones and caution tape to help prevent accidental access/entry by the County personnel or by the public. 9. Storage: Contractor is responsible for assuring that all material is secure on the roof and ground. All trash and debris should be bagged on a regular basis and removed from the site. Site should be free of wind-blown wrappers, trash, or debris. Contractor will maintain surrounding grounds with no debris, wrappers, water bottles etc. Contractor will bag all debris. At no time may contractor throw or discharge any materials or debris from roof. Trash bin should be covered any time items are not being put into the bin. 10. Signage: Contractor will post one sign at the staging area identifying the site is an active construction site. Signage should include Company name, Office contact (Phone and Email) Site Project Manager name and phone number. 11. Rain & Weather: Contractor will have personnel on site or within 15-30 min. from the job site 7 days a week and including Holidays until substantial completion. At any time that the building is exposed to weather (Rain, Wind or Other) Contractor will meet Owner representative to assure all water tie offs are in place and to assure there is no moisture entry into the building. Contractor is responsible for keeping the building in a watertight condition from start of construction until complete. If crew or personnel dispatch for holidays or weekends contractor is required to maintain a minimum of two personnel on site for inspection of staging area, inspection of roof loaded material and to inspect all water tie offs a minimum of twice daily, 12. Site Safety: Contractor will adhere to all safety requirements while -performing work on . the site. This will include but not limited to the following: a. Compliance with all OSHA requirements -See also attached OSHA Bulletin - Roofing b. Compliance with all County requirements 13. Sub -Contractors: Contractor will provide company / individual names for all non - employee sub -contractors that contractor plans to utilize in performing this work. Failure to provide each on contractor's proposal form could be cause for termination. All sub- contractors will be required to provide conditional lien releases prior to any submission of payment. 14. Staging Area: Contractor will maintain a clean and orderly staging area throughout execution. Staging area will include a porta john and be clearly marked with cones and . caution tape. The area is to be clearly marked to avoid any accidental entry by the public. Contractor will maintain all crew trucks, lifting equipment, ext. when that are not in use. Contractor/Crew will use the staging area for all breaks, lunch and/or safety meetings. Vol. J? Pg. A M,'� ovraoa��r ����d THE WORLDS BEST ROOF® 15. Lifting Equipment / Cranes: Lifting Equipment will always be stored in staging if not being used. Contractor will protect all parking lot surfaces with plywood to prevent any dripping of hydraulic oil or other. Contractor will chain the wheel to the axle when not in use. Contractor will provide a copy of the key or passeode to equipment. Contractor will avoid creating ruts or damage to the surrounding areas, buildings and/or land scape. Contractor will include in his proposal all permitting including any city, state, or county fee's for operating and access for Ioading this roof area. ld. Fire Extinguisher: Contractor will always maintain a fire Extinguisher in the staging area and at the roof where any gas filled generators are in use along with Heat Gun equipment. 17. Fall Protection: Contractor will install all required warning lines and fall protection as required throughout the execution of the work to protect the public and county personnel while on site performing repairs. When working above entrance and exit doors place a spotter on the ground to protect occupant and public. IS. Contractor / Crew access: Contractor will provide their own access to the roof. At the end of each day contractor will take down any ladder access and properly secure as to prevent someone from using when not on site. Ladder should be properly placed to avoid traffic over areas not in the scope of work and should be secured for safety. 19. Construction Notification /Pedestrian protection: Contractor will install safety cones along sidewalk leading up to all entrances and exits where the contractor may be working overhead. If working directly over entrance and/or exists of the building Contractor may be required to post a safety monitor on the ground to protect the public and County personnel. Contractor understands that the building is to remain open throughout repairs/construction on the roof. 20. Holidays/Work hours: Contractor will comply with all required work hours and special designated days by the County may have during repairs. If the County personnel have a holiday during construction the County will have the sole right to determine if the Contractor can proceed with work or delay until County personnel return. The County will also have the sole responsibility regarding what hours and the days they will permit work. 21. Pandemic / COVID-19: Contractor and crew will comply with all County Covid-19 rules and procedures while on site performing work. 22. Smoking Alcohol & Drugs: Contractor and crew will refrain from any smoking on site and/or on the roof. Contractor, Crew and Contractor vehicles will refrain from any drugs, Alcohol, or illegal substances on person or use while performing work. Empty containers of any in Company vehicles would also be a violation of this guideline. 23. Crew Safety Vests: All Contractor personnel on site will wear safety vest (at all times) to allow ease of identification for building personnel and public. Contractor Crew Superintendent and Project Manager will wear a different colored safety vest for ease of identification of Owner Personnel and the Public. Vol. Pg. ��'Q '` L7lJ'�4®ALAS i JD"g � THE WORLDS BEST ROOFo 24. Permit Fee(s)• Contractor will include all permit fees required to submit, successfully acquire, and post all required permits for each building as required within this scope and specification. Contractor will further include all associated costs to execute and comply with all requirements. 25. Safety Spotter: Contractor will provide spotter personnel at the front and rear of any lifting equipment when equipment is be moved outside of staging area to assure that no public property or personnel can be damaged or hurt during operation. Contractor will also utilize a spotter any time the roof is open below to occupant or public. (i.e., Skylights) Area beneath (interior) should also be marked with cones to prevent the public from accidently walking into this area. 26. Access: Contractor will provide their own exterior access to the building. All access points are to be removed when contractor is not on site or construction activity is not in process. All scheduled work to be approved and coordinated with Owner. This is a secure facility and therefor all work must be cleared by the staff on site. 27. Electrical PoNver: Contractor will supply all the contractor required power for operation of equipment. Contractor is not allowed at any time to use Owner's water, electrical receptacle or other in execution of this scope of work. 28. Water & Restmom facility: Contractor will furnish in the staging area all required Porta John and wash area as necessary for contractor personnel and crew. 29. Reconnect/ Disconnect: Contractor is not authorized or allowed to disconnect any Mechanical units on the building. While this will likely be required contractor will coordinate with Owner/Member and if required by member use county contractor under contract to service units. Install ATR Hubs at all multi -pipe penetrations. Those penetrations that are not 8" apart (in distance) from each other shall receive ATR HUB. Any disconnect/reconnect fees will be submitted as an alternate reimbursement for actual cost only. 30. Background Information: Contractor will supply all required background information required to comply with Brazos County and each site's requirements. 31. Insurance: Contractor will submit proof of insurance showing coverage that meets or exceeds all county requirements. (Certificate of Insurance) Coverage shall continue in place as submitted throughout the duration of the project. 32. Exterior ladder: Contractor will include in their proposal and provide their own exterior access to the building. All access should be removed or secured when contractor is not on site or construction activity is not in process to prevent unauthorized access. 33. Warranty Signage: Contractor will post a sign at the Hatch access notifying anyone who access the roof the Date Installed, Manufacture, Contractor name and phone number, Manufacture warranty period and assembly installed. 34. Occupant Notification: Contractor to post 8 %2 x 11" Notification at access / entry doors and exits notifying public and occupant of work currently active on at this site. CLOSEOUT DOCUMENTS & PAYMENT PROCESSING BRAZOS Juvenile Detention Building Contractor will submit a single and final invoice upon completion of the repairs for Brazos County Roof Repairs- Juvenile Detention Center to include the following: A. Manufacturer Warranty: Contractor will provide the Manufacturer's 5-year workmanship and lifetime material warranty on all material. Vol. 3 H pg. 1 � � g THE WORLD'S BEST ROOFe B. Final Inspection 4T Partnership will schedule an inspection with the Contractor and the Owner to perform a walk through and inspection of the Low -Slope roof areas, Roof Canopies, Staging area and exterior of the Building. 4T Partnership will forward minutes and documentation of any items in need of correction or repair. Any punch items will be corrected during inspection or can be performed, and contractor can submit photos showing corrective action. C. Contractor Invoice - Contractor will submit a Final invoice with confirmation of completion of all punch list items. D. Contractor 5-Year Contractors Warranty_ Contractor will submit to 4T Partnership the executed Manufacture Guaranty executed with date of substantial completion and referencing the property address. E. Conditional Lien Release- Contractor will submit a "Conditional Lien Release with closeout documents. F. Performance & Payment Bond- Contractor will submit a copy of the Payment & Performance bond. G. Punch List Items Documentation- Contractor will provide any necessary. punch list / corrective action list if performed after the final inspection and if requested. DELIVERY, STORAGE, AND HANDLING-BRAZOS COUNTY Juvenile Detention Building 1. Store materials to avoid water damage and store rolled goods on end. Comply with manufacturer's recommendations for job -site storage and protection. If necessary, cover with loose tarp or plastic and allow to breathe. 2. Additional staging requirements: a. Site Staging / Public Safety: Contractor will adhere to all requirements regarding staging location, site management and occupant safety to assure that both Contractor(s) crew and public / County personnel are protected. b. Skytrae / Crane Equipment: Contractor will supply a duplicate key to County designate so that if need any equipment that may require to be moved in the case of an emergency and or to assist first responders. 3. Blowing Debris: Contractor / Crew will prevent any blowing debris throughout the execution of the work. All material will be properly secured. Any material roof loaded must be tied or secured when not performing repairs on site. All debris will be bagged and placed in a receptacle or dump trailer. 4. Material Loading: Contractor will at no time roof -load material or equipment from an adjacent structure or in an area that would present harm to the public or County personnel. Contractor and crew will refrain from setting any tools or equipment on exterior parapet walls that would create a hazard for pedestrians and/or vehicles. JOB CONDITIONS -- BRAZOS Juvenile Detention Building a. The Contractor preparing a proposal in response to this RFP acknowledges that all work is to be performed while current activities within these buildings continues. Contractor will take and include all associated costs for signage, caution tape and safety of the occupant in his/her proposal. b. Proceed with installation work only after substrate is prepared, clean, smooth, and dry. Vol. va �� Pg. /01 THE WORLD'S -BEST ROOF c. Work once commenced should proceed without interruption excluding weather days. d. Proceed with installation work only when weather conditions follow manufacturer's recommendations and when substrate is completely dry. Adhesives may require off site storage if sensitive to temperature. e. Contractor agrees to schedule work on individual buildings only after verification that the County does not have any pre -scheduled events and/or conflicts without penalty or cost to the County. f. Contractor Project Manager will advise the Member each day on the prior days weather forecast. Each day that the forecast includes a greater than 30% chance of rain and/or Winds forecast to be in excess of 15-20 mph the contractor will have the option to schedule a "no -work" weather delay day. g. Contractor is at all time required to maintain a watertight condition on all buildings being repair / under construction.' Contractor and his Insurance Company will be responsible for any damage 9interior and exterior) caused due to negligence on the contractor's part. The contractor agrees to keep all buildings in a watertight condition until such time that the Building/Project ID# has been substantially completed closeout documents. h. COVID-19 / Pandemic: Contractor will adhere to all guidelines, procedures and policies regarding the County's official and published requirements concerning Covid-19 and PPE and include in his/her proposal all necessary costs to comply. General Scope of work / Site Specific Specifications: 1. Brazos County RFP: Contractor to provide an RFP proposal to the Manufacture. Manufacture to act as Prime Contractor Brazos County to provide all materials, labor and all warranties and guaranties as specified to repair/replace the roof at the Brazos County Juvenile Detention. 2. Pre -Construction Meeting: Prior to the execution contractor will attend a Pre - Construction meeting (Contractor Project Manager, Superintendent, Manufacture Representative, Owner and Consultant) to review execution, scheduling, and general guidelines for the project. Contractor will submit submittals (PDF, Application Guidelines, Field Drawings, Warranties, Guaranties) prior to the Pre - Construction meeting for all required products and MSDS sheets. Contractor to provide a Project Contact Sheet with names, cell phones and email for all personnel to be involved with scope of work. (Project Manager, Site Project Manager, Crew Superintendent and Office Contact) 3. Scope of work: a_. Low -Slope Roofing: Remove PVC and all related fasteners, down to the existing Gravel BUR roof system. Remove any loose aggregate remaining in the Gravel BUR roof system. Contractor to inspect existing conditions and repair or replace materials, per unit cost and prior approval, any deficient situation. Contractor will sump each internal drain, 2" and in a minimum of a 36"x36" area around the drain. Contractor to lose lay %2" per foot taper crickets at the high side of all rectangle roof penetrations and in locations called out in the attached roof map, as needing FULL crickets installed. Contractor to install 1/8" Vol. 3�RF Pg. l91 -- '����� Q�.114t��t�.�1ar"7 THE WORLDS BEST ROOF® per foot taper cricket materials to ENHANCE existing crickets associated with drains, at locations called out in the attached roof map Install cricketing at high side of curb penetrations and add at any low spots or curbs of existing ponding. Contractor to correct any deficiencies with the underlying BUR Roof membrane including cutting, drying and sealing of any blisters. b. Contractor to install, via mechanical attachment, an approved'/4" Gypsum Roof Board, over the lose laid cricket materials. Mechanical attachment will be through the Gravel BUR roof system and into the structural metal deck substrate. Contractor will fully adhere 80 mill fleeceback over the manufacture's approved %4" Gypsum Roof Board, using CR 20 adhesive. All vertical surfaces to have the existing PVC removed, mechanically attach %4" gypsum board and adhere 80 mill bareback in manufacture's approved adhesive. c. Steep -Sloped Roof Area: Gym R-Panel Metal Roof. Contractor shall install, via lose lay, BPS 1# density flute fill material. Flute fill to fit snug and properly in the flutes. Contractor to install required cricket materials on the high side of all rectangle curbs. Contractor to install, via mechanical attachment, an approved %4" gypsum roof board. Fastener frequency to meet manufacture's requirements to achieve 90 lb system per ASCE-7. Contractors to install, as necessary, any required wood nailers. Contractor to install, via adhered attachment, an 80 Mil Fleecback membrane, using CR-20 Splatter Pattern and per manufacture's specifications. Existing gutters to remain. Terminate membrane in the gutter using 1-3/4" Fascia Bar with Metal cover, per manufacture's specifications. Contractor, also, to install 1" wide I/a" steel bracket under the gutter at 8' OC. Bracket to turn onto outside face of gutter a minimum of 2" extend across outside face and underneath gutter. Bracket to then attach into exterior wall of building with a minimum of two anchors / fasteners. See "4T Gutter Bracket Detail" attached to this document. Rake / Gable membrane termination to be made with two-piece compression. Two - Piece All Term edge metal at all parapet walls. 4. Execution -Contractor will perform work in accordance with all manufacture guidelines and will maintain a watertight condition while executing the scope of work. The building must remain open and operational during the execution of the scope of work. Contractor will protect the building from moisture entry throughout the execution of the scope of work using night seals to terminate any completed areas to existing at the end of each day. Should any of the new assembly become wet remove and replace before proceeding with production. Any forecasted precipitation in excess of 30% during work hours (Nearest Nation Weather Service) would be a no tear off day. Detail work may continue but no time can any be opened in case of rain. 5. Fastener Pull-out Test: Contractor to verify substrate is smooth clean and dry. Contractor to perform fastener pull test to assure pull out and required spacing for any fasteners. (Prior to the pre -construction meeting) b. Existing Membrane removal (Flat Roofs): Contractor is to remove existing coated, PVC and fanfold board, as well as, all associated membrane and fanfold fasteners. Contractor will also need to remove any material bonded to the membrane at the perimeter. Contractor will need to protect against using equipment that is soiled in Asphalt during installation of new roof assembly since Asphalt is a contaminate to PVC. Contractor is to refrain from using cords and equipment that Vol. 8 pg. A I IAA 0,45�d A '0 THE WORLD'S BEST R000 ,o may have asphalt residue on it and could contaminate or discolor the new Fully adhered PVC Membrane. Any asphalt residue on the surface of the finished membrane will be required to be removed prior to final inspection. 7. Wood Nailers: Contractor to install treated new nailer(s) as necessary/required at all required areas of the roof. Parapet nailer to be tapered or shimmed to create positive drainage at the exterior parapet walls and area divider. 8. Perimeter Walls (Flat Roofs): Contractor to remove existing PVC membrane and associated termination attached to the perimeter parapet walls. Once removed; Contractor will install treated wood nailer along top of parapet, as necessary, to assure a proper substrate and an inward slope. The contractor will install, via mechanical attachment, 'an approved 4 " Gypsum Roof Board and install, via adhered attachment, 80 ind bareback membrane, adhered using manufacture's approved Adhesive. Install required membrane screws and plates 12" o.c. Parapet walls; membrane to be terminated per following description. a. Exterior Parapet Walls: Terminate the membrane on the parapet using ES 1- 90 two-piece termination metal. (All -Term) b. Interior Wall to deck transition (Flat Roofs): Contractor to secure base flashing with manufacture term bar and back seal and top seal the termination. Once flashing is installed contractor to counter flash with pre -enamel baked finish (Color by Owner) contractor is to install new "Z" flashing up and behind the cladding and,extend counterflashing such that it provides a minimum of 2" past the flashing termination. Where Two Piece metal counter flashing, Reglet or surface mount, currently exist; the top piece of the counter flashing can be re- used, and new lower piece counter flashing piece installed. Where the two-piece counter flashing is Stainless Steel, the lower piece is to be remove, for reinstallation, the termination of the membrane, per manufacture's specifications, will be made and the lower piece of the two-piece counter flashing will be re -installed. Where no counter flashing exists at masonry walls, contractor to install Two-piece Reglet cut metal counter flashing. 9. Gym Roof Edge Terminations: a. Contractors to install, as necessary, any required treated wood nailers. b. Terminate membrane in the gutter using 1-3/4" Fascia Bar with Metal cover, per manufacture's specifications. Contractor, also, to install 1" wide 1/a" steel bracket under the gutter at 8' OC. Bracket to turn onto outside face of gutter a minimum of 2" extend across outside face and underneath gutter. Bracket to then attach into exterior wall of building with a minimum of two anchors / fasteners. See "4T Gutter Bracket Detail" attached to this document Rake / Gable membrane termination to be made with 2 Piece All Term edge metal. c. Rake / Gable membrane termination to be made with 2 Piece All Term edge metal, per manufacture's specifications. 10. Ponding Areas: Contractor shall attempt to feather and fill all low /ponding areas when installing new to minimize existing ponding conditions. 11. Curbed Penetrations (including Mechanical Units): Contractor shall raise any existing equipment curb that will not achieve a termination height required by the manufacture. The specified height required by the manufacture is 6" above roof level, with the cricket materials installed. Contractor to install all required crickets at the "High" slope sides of curbed (rectangle) penetrations, with %Z" — 0" taper. Contractor curbed crickets to extend (width) 2" beyond curb width. Vol. v S$ pg. /9 s �, ,Zf MIE THE WORLDS BEST ROOFe 12. Cricketing: Contractor to add %2 per foot tapered cricket materials at the high side of rectangle penetrations,, and areas absent of existing cricketing, called out in the attached roof plan. Contractor shall enhance existing cricket, using 1/8" per foot tapered materials at locations called out in the roof plan in need of cricket enhancement. 13. Drains: Contractor to include in his proposal to test all drains at start and completion to assure is properly functioning. All drains to receive new inserts (sized to fit) cast iron strainers (Blue) as manufactured by the primary manufacture. Contractor to install proper overflow rings at all overflow drains. Contractor to include in this proposal the replacement of 25 cast iron (Blue) Drain strainers. All drains to be Sumped a minimum of 36" x 36". Target patch the minimum 36" x 36" sump area with bareback membrane, thickness to match field membrane. All drains to be waterproofed using detail #AS2011 14. Manufacture's Approved Gypsum Roof Board: Contractor will install, via mechanical attachment, an approved %a°' Gypsum Roof Board. Fastening requirements shall meet manufacture's requirements to achieve 90 lb system per ASCE-7 (minimum). Proper length screws and metal plates will be used for attachment. Contractor to inspect underside of the deck to assure fastener is of proper length and that there are no encumbrances under neath the substrate that could pose a risk to the contractor, crew, or the County. 15. Field Membrane: Contractor to install, via adhered attachment, 10' wide sheets of 80 mil PVC Fleeceback Membrane, adhered over the approved'/a" Gypsum Roof Board, using CR20 adhesive (Splatter pattern). Manufacture to have assembly tested and on record with UL — Impact 4 - "Severe" Hail Certification. Contractor to lightly broom each sheet after install to ensure full embedment of the sheet and adhesive and to limit any wrinkles that would limit or affect proper drainage. Contractor to install "T" patch were required by Manufacture. 16. Curb Flashings: Contractor to remove existing curb flashings and install new membrane, mechanical attachment of roof board, and adhered attachment of bareback membrane, like walls. Once installed, contractor to secure with term bar and proper back seal and top seal. Install metal slip / counterflashing using flat stock with drip (1/4"). If the curb has removeable metal skirt flashing, the metal flashing may be removed, termination of membrane completed to manufacture's specifications, and counter flashing reused. 17. Conduit and Supports: Contractor to clean and paint (2 coats) all existing gas lines. Fire Code color designations include the following. ((yellow), Electrical Lines (red) and water / Condensate lines (blue)). Contractor to install new Pyramid locking supports 8' o.c. with locking mechanism under conduit. Supports to be compatible with PVC membrane and Manufacture. Contractor to reuse existing conduit supports 18. Walk Pads: Contractor is to include in this scope of work to include the installation of Manufacture walk pads at all service sides of Mechanical Units traffic from roof area A and B (either side of area divider and Roof access. Walk pads are to be white with yellow striping. At no time may contractor install walk pad over any field membrane laps. Contractor will cut walk pad and install on either side when this condition exists. Vol. pg. Z '�® q�© Ca4./i4OoL.AST ARE;, THE WORLD'S PEST ROOFo 19. Penetrations Flashings Contractor to provide and install split boots and flashings at all non -curbed penetrations to assure each fit snug and tight around the shaft of the penetration. Termindtion to include Panduit band top seal and back seal. All pipe boots must fit snug to the shaft of the plumbing boot at the base and up to the top of the flashing. No witches' hats or loose -fitting flashings permitted. 20. Details: Please reference details provided for reference for all specified detailing at the end of this document. End of BRAZOS JUVENILE DETENTION BUILDING General Scope of work / Site Specific Specifications PART 1 GENERAL SCOPE of WORK & SPECIFICATIONS: Brazos County juvenile Detention Building 1.10 SCOPE OF WORK SUMMARY a. Demo: (Flat Roofs) Removal of the existing PVC and fanfold, along with all membrane fasteners down to the underlying built-up roof. Remove any lose aggregate associated with the Gravel BUR roofing system. Inspect underlying BUR and remove any blisters and/or wet areas. Provide unit cost for insulation and deck replacement. Contractor proposal to include all debris haul off and disposal. b. Substrate Inspection / Prep: i. Inspect and verify substrate is clean smooth and dry to accept new Roof Assembly. ii. Provide unit cost (square foot S) for Insulation replacement. iii. Provide unit cost (square foot $) for structural deck replacement. c. Primary Manufacture: All products should be Manufactured by the Primary Manufacture warrantying the assembly/system. All metal shall be included in the warranty coverage. Metal termination shall be produced by a Factory Mutual ES- 1 Certified Facility and included in warranty coverage. d. Crickets: Install any enhancement cricket materials, 1/8" per foot taper, rectangle penetration cricket materials %2" per foot tapered, and new, full cricket materials, %2" per foot tapered, as called out on the attached roof plan. Any required crickets should be installed under the gypsum board. e. New Assembly: i. Low -Slope Roof Area: Install, via mechanical attachment, an approved'/a" gypsum roof board. Install, via adhered attachment, an 80 mil PVC Fleeceback Membrane adhered with CR-20 membrane adhesive using splatter pattern application. Install screw and membrane plates 12 o.c. at all wall to deck locations, curbs, and penetrations. ii. Gym Steep -Slope R-Panel Metal Roof: Contractor shall install, via lose lay, EPS 1# density flute fill material. Flute fill to fit snug and properly in the flutes. Contractor to install required cricket materials on the high side of all rectangle curbs. Contractor to install, via mechanical attachment, an a roved ' " sum Vol.y pg. � -MAN � r�UROP AST AVI' LVA THE WORLD'S REST ROOFe roof board. Fastener frequency to meet manufacture's requirements to achieve 90 lb system per ASCE-7. Contractor to install, via adhered attachment, an 80 Mil Fleecback membrane, using CR-20 Splatter Pattern and per manufacture's specifications. f. Gym Roof Edge Terminations: i. Contractors to install, as necessary, any required wood nailers. ii. Terminate membrane in the gutter using 1-3/4" Fascia Bar with Metal cover, per manufacture's specifications. Contractor, also, to install 1" wide VV steel bracket under the gutter at 8' OC. Bracket to turn onto outside face of gutter a minimum of 2" extend across outside face and underneath gutter. Bracket to then attach into exterior wall of building with a minimum of two anchors ! fasteners. iii. Rake / Gable membrane termination to be made with 2 Piece All Term edge metal, per manufacture's specifications g. Flat Roofs: Perimeter Walls: Contractor to remove existing PVC membrane and associated termination attached to the perimeter parapet walls. Once removed; Contractor will install treated wood nailer along top of parapet, as necessary, to assure a proper substrate and an inward slope. Install, via mechanical attachment, an approved'/4" gypsum roof board to the existing vertical surface, and fully adhere 80 mil bareback membrane, thickness to match the field membrane, using manufacture's approved Adhesive (extending membrane to the outside face). Install required membrane screws and plates 12" o.c. Contractor to properly strap all parapets in excess of 5' in total height per manufacture requirements. L Exterior Parapet Walls: Terminate the membrane on the parapet using ES 1-90 two-piece termination metal. (All -Term) ii. Interior Wall to deck transition (Flat Roofs): Contractor to secure base flashing with manufacture term bar and back seal and top seal the termination. Once flashing is installed contractor to counter flash with pre - enamel baked finish (Color by Owner) contractor is to install new " T' flashing up and behind the cladding and extend counterflashing such that it provides a minimum of 2" past the flashing termination. Where Two Piece metal counter flashing, Reglet or surface mount, currently exist; the top piece of the counter flashing can be re -used and new lower piece counter flashing piece installed. Where the two-piece counter flashing is Stainless Steel, the lower piece is to be remove, for reinstallation. the termination of the membrane, per manufacture's specifications, will be made and the lower piece of the two-piece counter flashing will be re -installed. Where no counter flashing exists at masonry walls, contractor to install Two-piece Reglet cut metal counter flashing. b. Parapet wall vents — Contractor to remove existing and replace with Manufacture pre -manufactured wall vent. h. New Flashings at Rectangle Curbed Penetrations: Install, via mechanical attachment the roof board, and adhered attach the bareback membrane, like walls. Terminate with term bar, back seal and top seal and counter flash with metal skirt flashing. i. New cylindrical Flashings: Install penetration flashings (split boots) at cylindrical penetrations. Assure all are properly sized and fit smooth and tight to all vertical flashings. Top seal and back seal. Then install Panduit band and caulk. Fvoe. 3S� pg l8� MEffTHE WORLD'S BEET R0006 If required or asphalt residue exits on pipe wrap with Fiberglas tape prior to prevent contact with the new PCV boot (split). j. New Flue Vent Tops and Rain Collars: Replace all flue vent tops and rain collars then flash with Manufacture Flue vent membrane flashing. k. Conduit / Roof Top Gas Lines, Electrical lines or other: Contractor to clean paint with two coats of appropriate color and paint with two coats (Yellow --Gas/ Red=Electrical and Blue --Water) this would exclude any PVC conduit for mechanical drainage. These remain un-painted. 1. Roof Top Conduit Support: Install new Pyramid w/ locking brackets gas and conduit supports (8' o.c.) under all exposed conduit/gas lines. Paint with two coats of paint. Apply rust oleum to any rusted areas. Reuse existing conduit supports m. Contractor proposal to include: all equipment, generators, lifting, demo, debris disposal, equipment, labor, safety, and material to perform the outlined scope of work in accordance with all Brazos County guidelines. n. Walk -Pads: Traffic Protection. Walk pads to be installed at roof access doorway and service side of All mechanical units. Do not install walk pad over membrane laps. Contractor will also install walk pads at all deck transitions and on either side of encapsulated parapet walls. o. Contractor proposal: Contractor to submit on the provided Contractor Proposal Form: Brazos County Juvenile Detention. 1.11 INDUSTRY REFERENCES 1. NRCA - The NRCA Roofing and Waterproofing Manual. 2. SPRI — Single Ply Roofing Industry 3. ASCE 7 - Minimum Design Loads for Buildings and Other Structures. 4. UL - Roofing Materials and Systems Directory, Roofing Systems (TGFU.R10128). 5. ASTM C 1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board. 6. ASTM D 751 - Standard Test Methods for Coated Fabrics. 7. ASTM D 4434 - Standard Specification for Poly (Vinyl Chloride) Sheet Roofing. 8. ASTM E 108 - Standard Test Methods for Fire Tests of Roof Coverings. 9. ASTM E 119 - Standard Test Methods for Fire Tests of Building Construction and Materials. 1.12 SYSTEM DESCRIPTION —Brazos County Juvenile Detention 1. General: Provide installed roofing membrane and base flashings that remain watertight; do not permit the passage of water; and resist specified uplift pressures, thermally induced movement, and exposure to weather without failure for a period of 20-years or more. Vol. Pg. I g q '���a PLAST NIWedTHE WORLD'S BEST ROOF 2. Installation New Roof Juvenile Detention Building: r a. Flat Roofs: Remove existing the coated, 40 mill PVC membrane and mechanical screws and plates down to the underlying Built-up roof. Remove any loose aggregate surfacing. Remove and replace any damaged / wet areas of existing and repair any underlying blisters. Install any required cricketing where either absent as defined on the attached roof plan. Sump all existing drains 2" and a minimum of 36"x36" area. b. Gym R-Panel Metal Roof - Contractor shall install, via lose lay, EPS 1# density flute fill material. Flute fill to fit snug and properly in the flutes. Contractor to install required cricket materials on the high side of all rectangle curbs. Contractor to install, via mechanical attachment, an approved'/a" gypsum roof board. Fastener frequency to meet manufacture's requirements to achieve 90 lb system per ASCE-7. Contractor to install, via adhered attachment, an 80 Mil Fleecbaok membrane, using CR-20 Splatter Pattern and per manufacture's specifications. 3. Site specific scope of work includes the following: a. Flat Roofs: i. Remove existing coated PVC Membrane (including coating) down to underlying gravel built-up roof assembly. Remove any loose aggregate from the surface. Dry and repair any blisters. ii. Contractor to provide a unit cost (square foot $) for replacement of existing deteriorated insulation. b. Gym Roof: Lose lay EPS flute fill materials. c. Install, lose laid, any required cricket materials. d. Install new manufacture's approved'/a" gypsum roof board, via mechanical attachment, with manufacture screws and metal plates. e. Install, via adhered attachment, 80 mil PVC fleeceback adhered with CR20 (splatter application). f. Install new wall flashings; mechanical attach roof board and adhere attach 80 mil PVC bareback membrane. g. Install all new flashings (same process as walls), curb flashings and Mechanical Units. h. Metal Skirting -Provide and install new skirt metal (flat metal with a drip lip at all curbed penetrations where curb top cannot move as well as all wall to deck locations. i. Field Membrane -Install, via adhered attachment, new 80 mil Fleeceback adhered with CR20 adhesive. Manufacture's Peel Stop Detail is required Use peel stop if required by Manufacture j. Perimeter Walls (Flat Roofs): Contractor to remove existing PVC membrane and associated termination attached to the perimeter parapet walls. Once removed; Contractor will install treated wood nailer along top of Vol. Pg. l �� kww; THE WORLDS- BEST ROOF® parapet, as necessary, to assure a proper substrate and an inward slope, The contractor will install, via mechanical attachment, an approved'/a" Gypsum Roof Board and install, via adhered attachment, 80 mil bareback membrane, adhered using Solvent Grip Spray or Solvent Based IV Adhesive. a. Exterior Parapet Walls: Contractor will be required to install new nailer (sloped) at the perimeter parapet walls after removal of the existing membrane and exposed term bar. Once the existing is removed, install new wood nailer at top of parapet, install, via mechanical attachment, an approved %a" gypsum roof board to the existing vertical surface, and fully adhere 80 mil bareback membrane, thickness to match the field membrane, using Solvent Grip Spray, or Solvent Based SBIV Adhesive (extending membrane to the outside face). Terminate the membrane on the parapet using ES 1-90 two-piece termination metal. (All -Term) b. Interior Wall to deck transition (Flat Roofs): Contractor to remove existing base flashings and install, via mechanical attachment, an approved %a" gypsum roof board to the existing vertical surface, and adhere a bareback membrane, thickness to match the field membrane, using Solvent Grip Spray or Solvent Based SBIV Adhesive. Install required membrane screws and plates 12" o.c. Secure base flashing with manufacture term bar and back seal and top seal the termination. Once flashing is installed contractor to counter flash with pre -enamel baked finish (Color by Owner) contractor is to install new "Z" flashing up and behind the cladding and extend counterflashing such that it provides a minimum of 2" past the flashing termination. Where Two Piece metal counter flashing, Reglet or surface mount, currently exist; the top piece of the counter flashing can be re -used, and new lower piece counter flashing piece installed. Where the two-piece counter flashing is Stainless Steel, the lower piece is to be remove, for reinstallation, the termination of the membrane, per manufacture's specifications, will be made and the lower piece of the two-piece counter flashing will be re -installed. Where no counter flashing exists at masonry walls, contractor to install Two-piece Reglet cut metal counter flashing. k. Curb flashings- Install, via mechanical attachment, the roof board, and adhered attach the bareback membrane, like walls. Terminate with term bar, back seal and top seal and counter flash with metal skirt flashing. (Color by Owner). 1. Gutters — Gym Roof: Existing gutters to remain. Contractor to install new gutter brackets, as required. Contractor to install a %a"t thick x 1" wide external gutter bracket, on exiting gutter, at a frequency of 8' OC. Terminate membrane in the gutter using 1-3/4" Fascia Bar with Metal cover, per manufacture's specifications. M. Supports / Conduits -Install new conduit supports (Pyramid with locking hardware) 8'o.c. Prep, apply rust inhibitor and paint all exposed conduit with proper color paint (two Coats) n. Flue Vents -Remove and replace all flue vents, flashings, rain collars and tops Vol. S P9• — g'mil - 33 DUPO& LAST M0 THE WORLD'S BEST RDOFm with same "like and kind / Like quality". Caulk, seal, and paint. o. Wall Vent -Replace flush mount wall vents provided by Manufacturer. p. Equipment on sleepers- Contractor to provide new wood 4"x4" and encapsulate with field membrane at all units currently installed on wood 4"x4". q. Exposed cables- Contractor to secure to wall or blocking (Pyramid) with locking bracketing. r. Two -Piece saw cut Reglet-Contractor to install two-piece saw cut Reglet at Block wall that is currently exposed in equipment well. Where Two piece metal counter flashing, Reglet or surface mount, currently exist; the top piece of the counter flashing can be re -used, and new lower piece counter flashing piece installed. Where the two-piece counter flashing is Stainless Steel, the lower piece is to be remove, for reinstallation, the termination of the membrane, per manufacture's specifications, will be made and the lower piece of the two-piece counter flashing will be re -installed. s. Scuppers & Downspouts -Contractor to remove and replace all primary scuppers and downspouts. Replace existing with EM Vinyl Coated Metal Scupper / Collector box combinations (Color by Owner). Contractor to replace all primary and overflow scuppers. Overflow scuppers to be EM Vinyl Coated Metal Scuppers with Metal Flange face plates (Color by Owner). t. Standing Seam Transitions -Membrane to Standing Seam transitions - Contractor to remove and replace flashing. Then install new skirt flashing to counter flash membrane termination.(Extend up slope a minimum of 12") u. Painting -Contractor to paint all gas, water and electrical line that are currently exposed. v. Exhaust Vents -Remove and replace all curbed Exhaust vent flashings. Exhaust vents- Contractor to inspect Exhaust vents and raise as required where less than b". w. Overflow drains- Contractor to install new clamping ring with overflow bar at interior overflow drains. Replace all strainers with new steel (blue) strainers. x. Walk pads -Install new walk pads at all access points, service side of all mechanical units and one on either side of area divider. Contractor shall not install any walk pad over field membrane laps. Cut, place and weld as needed on either side. 4. Night Seals: During installation contractor will install night seals to assure the building remains watertight throughout the installation of the roof system. Building must remain moisture entry free throughout repair/ roof replacement work. During execution contractor will maintain a minimum of two individuals within a 15-mile radius on no -work days, Holidays, and weekends to inspect and/or respond as necessary until substantially complete. 5. Material Compatibility: Provide roofing materials that are compatible with one another under conditions of service and application required, as demonstrated by %y FVo.l. ��d pg. d2 ' dw- �L1140PIAST AVE THE WORLD'S BEST ROOF® roofing membrane manufacturer based on testing and field experience. Provide all of the primary manufacture's products. Any products not manufactured by primary manufacture must be submitted for approval prior to delivery to the job site. 6. Scope of work performance: All work must be performed in accordance with the specifications and performance requirements. This work is to be performed while the operation of the building continues without interruption. Once started contractor will maintain continuous construction without interruption until substantially complete and Manufacture Warranty issued. 7. Excludes Work Areas: No work is to be performed to the metal penthouse. 1.13Physical Properties References: 1. Roof product must meet the requirements of Type III PVC sheet roofing as defined by ASTM D 4434 and must meet or exceed the following physical properties. 2. Thickness: 80 mil (101 mil including fleece), nominal, in accordance with ASTM D 751. 3. Thickness Over Scrim: >_ 41 mil in accordance with ASTM D 7635. 4. Breaking Strengths: >_ 545 lbf. (MD) and >_ 376 lbf. (XMD) in accordance with ASTM D 751, Grab Method. 5. Elongation at Break: >_ 34% (MD) and >_ 33% (XMD) in accordance with ASTM D 751, Grab Method. 6. Tearing Strength: >_ 70 lbf. (MD) and >_ 211 lbf. (XNiD) in accordance with ASTM D 751, Procedure B. 7. Low Temperature Bend (Flexibility): Pass at -40 °F in accordance with ASTM D 2136. 8. Linear Dimensional Change: _5 0.10% (MD) and 0.10% (XMD) in accordance with ASTM D 1204 at 176 f 2 °F for 6 hours. 9. Water Absorption: _< 0.1% in accordance with ASTM D 570 at 158 °F for 166 hours. 10. Static Puncture Resistance: >_ 33 lbs. in accordance with ASTM D 5602. 11. Dynamic Puncture Resistance: >_ 14.7 ft-lbf. in accordance with ASTM D 5635. 12. Cool Roof Rating Council (CRRC): 13. Membrane must be listed on CRRC website and meet CR.R.0 requirements. 14. Initial Solar Reflectance: _> 87% 1.14SUBAUTTALL 1. Submit under provisions of Section 01300. 2. Project Team Contact Sheet with both phone numbers and email. 3. Product data sheets on each product to be used, including: A. Preparation instructions and recommendations. B. Storage and handling requirements and recommendations. C. Storage and handling requirements and recommendations. Vol. 389 Peg. ��� C?tJROP L:A T, THE WORLDS BEST ROOF,,O D. Installation methods. E. Maintenance requirements. 4. Manufacture application guidelines for the specific assembly being installed. S. Shop Drawings: Additional drawings to outline detailing at parapet and other details if varying from -details provided. 6. Provide shop drawings showing mechanical attachment of insulation attachment and location of all curbed crickets as well as tapering at gutter. 7. Pull test results and required attachment based on results. A. Verification Samples: For each product specified, two samples, representing actual product, color, and finish. a. 4" by 6" sample of 80 mill Fleeceback'membrane, White. b. 4" x 6" sample of walkway pad. White with Yellow stripping. c. 4" x 6" sample of Invinsa Board. d. Termination bar, fascia bar with cover, drip edge and gravel stop if to be used. e. Counterflashing skirting to be installed at Mechanical units. f. Submit fasteners to be used at all transitions, flashings, parapet wall, etc. B. Installer Certification: Certification from the roofing system manufacturer that Installer is approved, authorized, or licensed by manufacturer to install roofing system. C. Submit Manufacture Guaranty (sample): 20 Year No Dollar Limit D. Submit Contractors 5-Year Warranty (sample) 2. QUALITY ASSURANCE H. Owners consultant will inspect all work a minimum of one to two time weekly (minimum) during the execution of the roof repairs. I. Perform work in accordance with manufacturer's installation instructions. J. Manufacturer Qualifications: A, manufacturer is primary (not a toll manufacture) specializizig in the production of PVC membranes systems. Maintains an Auditing process including inspection of all warrantied roof before issuance of said warranty. Has registered it products and is'listed with both Factory Mutual and UL and has produce these product in excess of 10 years. K. Installer Qualifications: Contractor must b® Certified with the Manufacture, be able to issue Manufacture "NDL" Warranty, Capable of issuing a Payment and performance bond and has a. minimum of 10 years install (successively) specified system/assembly. Note: See additional contractor requirement within the RFP requirements. L. Source Limitations: All products to be sold and tested by the primary Manufacture. M. There shall be no deviations,from the roof membrane manufacturer's specifications and/or these specifications without written approval pri r. Vol. Pg. y� MOM THE WORLD'S BEST ROOF@ N. Contractor to submit copies of all Manufacture inspections to Owner and 4T Partnership. 3. REGULATORY REQUIREMENTS D. Conform to applicable code for roof assembly wind uplift and fire hazard requirements. E. Fire Exposure: Provide membrane roofing materials with the following fire -test -response characteristics. Materials shall be identified with appropriate markings of applicable testing and inspecting agency. 4. Exterior Fire -Test Exposure: b. Class A: ASTM E 108, for application and roof slopes indicated. 5. Fire -Resistance Ratings: Comply with ASTM E .119 for fire -resistance -rated roof assemblies of which roofing system is a part. 6. Conform to applicable code for roof assembly fire hazard requirements. F. Wind Uplift: 3. Roofing System Design: Provide a roofing system designed to resist uplift pressures calculated according to the current edition of the ASCE-7 Specification Minirnum Design Loads for Buildings and Other Structures. 4. PRE -INSTALLATION MEETING C. Convene meeting not less than two weeks before planned or scheduled start date for work of this section. D. Review methods and procedures related to roof deck construction and roofing system including, but not limited to, the following. 19. Pre -Construction Meeting: Owner, Consultant, Manufacture representative, roofing installer, roofing Site Project Manager, Superintendent and any office personnel and any Contractor sub -contractors. 20. Contractor to provide three copies of all SDS Sheets. 21. Contractor to submit all submittals no less than one week prior to pre -construction meeting. 22. Contractor to furnish/submit a list of all Sub -Contractors and Contacts. 23. Contractor to providelsubmit a Project Contact list at the pre -con. 24. Contractor to provide/submit an Occupant notification sheet on letter head with contact numbers to advise public and occupant of upcoming construction and dates for work. 25. Review and finalize construction schedule and verify availability of materials, installer's personnel, equipment, and facilities needed to make progress and avoid delays. 26. 'Verify location of staging area. Vol. 3-W Pg. ��(5� OL.lRO�LA.�T THE WORLD'S BEST ROOFe 27. Verify the location of Contractor access on to the roof and existing. 28. Discuss and review all safety requirements. 29. Discuss all loading of materials and securement of materials on roof and in staging area throughout project. 30. Examine deck substrate conditions and finishes for compliance with requirements, including flatness and fastening. 31. Review structural loading limitations of roof deck during and after roofing. 32. Review base flashings, special roofing details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that will affect roofing system. 33. Review governing regulations and requirements for insurance and certificates if applicable. 34. Review temporary protection requirements for roofing system during and after installation. 35. Review roof observation and repair procedures after roofing installation. 36. Review all execution specific requirements listed in the execution section of the scope of work. 37. Submit all PDF sheets for each product used in the assembly. 38. Submit MSDS for each product to be used within the roof assembly. 39. Facility is a jail / holding facility and therefor contractor will be required to accommodate the Owner in coordinating and scheduling work areas. 40. Contractor will maintain a minimum of one copy of all MSDS on Site during construction 1.15 DELIVERY, STORAGE AND HANDLING A. Deliver roofing materials to Project site in original containers with seals unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture, and directions for storing and mixing with other components. B. Store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by roofing system manufacturer. Protect stored liquid material from direct sunlight. C. All products sensitive to temperature and /or exposure to the elements prior to use shall be kept in appropriate containers or brought out daily to job site. D. Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture, 'soiling, and other sources. Store in a dry location. Comply with insulation manufacturer's written instructions for handling, storing, and protecting during installation. E. Store roof materials and place equipment in a manner to avoid permanent deflection of deck. F. Store and dispose of solvent -based materials, and materials used with Vol. Pg. � I. FE1141044THE WORLDS BEST i solvent -based materials, in accordance with requirements of local authorities having jurisdiction. G. All material on the roof to be secured to prevent any wind-blown debris. I H. Contractor is responsible to protect, keep dry and prevent expose of light or temperature sensitive products from becoming exposed to where it would cause them to no- longer perform as designed. 1.16 WARRANTY A. Contractor's Warranty: The contractor shall warrant the roof application with respect to workmanship and proper application for Five (5) years from the effective date of the warranty issued by the manufacturer. B. Manufacturer's. Warranty: Must be no -dollar limit type and provide -for completion of repairs, replacement of membrane or total replacement of the roofing system at the then - current material and labor prices throughout the life of the warranty. In addition, the warranty must meet the following criteria: A. Warranty Period: 20 years from date issued by the manufacturer. B. Roof Warranty will have no exclusion for ponding water. C. No exclusion for damage caused by biological growth. D. No exclusions for ponding water. E. Issued direct from and serviced by the roof membrane manufacturer. F. Transferable for the full term of the warranty. PART 2 PRODUCTS 2.01 MANUFACTURER A. Contractor to identify/ Iist/declare: Manufacture Name and Contractor Certification on the RFP Contractor proposal form. B. Manufacture(s) used as the baseline for this specification included: GAF Materials Corp - Duro-East Roofing C. Substitution(s): Contractor must submit no less than (5) Five days after the Mandatory Pre -Bid Conference Substitution must include all product Data sheets, Factory Mutual Listing, Application guidelines and a signed Manufacture letter (on letter head) stating that they have reviewed the scope of work in detail and stipulate that all aspects of the Scope of work and specification can be met and/or exceeded with their submitted substitution in performance and Warranty. a. ROOFING SYSTEM COMPONENTS .A. Roofing Membrane: Manufacture PVC Fleeceback Membrane conforming to ASTM D 4434, type III, fabric -reinforced, PVC, NSF/ANSI 347 Gold or Platinum Certification, and a product specific third -party verified Environmental Product Declaration.. Membrane properties as follows: Vol. ss- Pg. l 7 / 5 tea THE WORLD'S BEST ROOFe 1. Field Membrane: 80 Mil PVC Fleecback Membrane 2. Vertical Wall / Perimeter Walls: Membrane: 80 Mil — PVC Bareback 3. Membrane (exposed) Color: a. White. b. Contractor to submit exposed color at pre -con to confirm Owner/Member approval 4. Product Recycling: Products recycle content 7% post-industrial and 0% post - consumer. B. Accessory Materials: Provide accessory materials supplied by or approved for use by Manufacturer. All products the manufacturer issuing the Warranty (Primary Manufacture) shall be used. If a product is not the Manufacture must specifically approve or have a "Tolling" agreement. C. Sheet Flashing: Manufacturer's standard reinforced PVC bareback membrane equal to field membrane thickness. D. Flashings: Install prefabricated corners and roll goods at curbs for all curb corners. All curb flashings should fit tight and snug with no wrinkles. No patching if multiple patches allowed were, they overlap, if this occurs out and replace the area. f. Stack Flashings. Contractor to use split boots only, back seal, top seal with Panduit band to secure. All boots shall fit snug and tight without wrinkles to shaft of the pipe. g. Curb Flashings. 80 mil bareback membrane, gypsum roof board (per mfg. specs), adhesive (per mfg. specs), roll goods and curb corners. Contractor to relax all membrane before installing. h. Corners: Inside and Outside Corners. i. Metal Skirt flashings- install skirt flashings at all locations to assure all flashings are counter flashed by no loss then 2". j. Two -Piece Reglet Metal Counter Flashings E. Sealants and Adhesives: Compatible with roofing system and supplied by Manufacture, Inc. a. Fleecback adhesive CR 20 Membrane Adhesive. (Field membrane) b. Duro-Last Solvent Grip Spray Adhesive (walls and curbs) c. Duro-Grip Solvent Based— SBIV adhesive (walls and curbs d. Manufactures 20-year minimum type sealant. e. PVC Mastic. At all drains, Door sill, etc. F. Fasteners and Plates: Factory -coated steel fasteners and metal or plastic plates meeting corrosion -resistance provisions in FMG 4470, designed for fastening membrane and insulation to substrate. Supplied by Primary Manufacture G. Barbed Membrane Plates: Contractor to install barbed membrane plates with screws at all flashings, penetrations, wall to deck transitions and curbs 12" o.c. the continuous length of the transition and weld as PVC membrane cover with min. 2" mg L?L ROs>L�AS MA; THE WORLD'S BEST ROOpo ~ welds. H. #14 and #15 Heavy DutylFasteners. (Contractor to verify appropriate length fastener for both Metal deck and Wood Deck) 1. 3-inch Metal Plates. (Barbed) I. Termination and Edge Details: Install two-piece FM ES-1 Parapet termination detail. a. Termination Bar. (All exposed Term Bars to include flat metal cover) b. 2-Piece FM ES-1 termination detail. J. PVC Clad Metal: Supplied by Primary Manufacture K. Walkways: L. Provide non-skid, maintenance -free walkway pads in areas of heavy foot traffic and around mechanical equipment. c. Walk Pads d. Walk pads to be installed at all access points and service side of all Mechanical units. e. Walk pads to be cut to avoid being installed over any field or wall to deck flashings. M. PVC Clad Metal Scuppers for Primary Scuppers with collection box and downspouts and Overflow scuppers with flange, exterior face plates. N. ROOF INSULATION -1/4" Manufacture's Approved Gypsum Roof Board. b. ROOF INSULATION ACCESSORIES i. General: Provide roof insulation (Gypsum Roof Board and Cricketing) and accessories approved by the roof membrane manufacturer and as recommended by insulation manufacturer for the intended use. ii. Fasteners: Provide Manufacture factory -coated steel fasteners and metal or plastic plates meeting corrosion -resistance provisions in FMG 4470, designed for fastening insulation and/or insulation cover boards in conformance to specified design requirements. PART 3 EXECUTION 3.00 EXAMINATION A. Verify that the surfaces and site conditions are ready to receive work. B. Verify that the deck is supported and secured. C. Verify that the deck is clean and smooth, free of depressions, waves, or projections, and properly sloped to drains, valleys, and eaves. D. Verify that the deck surfaces are dry and free of standing water, ice, or snow. E. Verify that all roof openings or penetrations through the roof are solidly set. F. If substrate preparation is the responsibility of another contractor, notify Architect of unsatisfactory preparation before proceeding. Vol. r g. /�� �� �DUROoLA►.r-rT �®.�� THE WORLD'S BEST ROOFo 3.01 PREPARATION t A. Flat Roofs: Remove existing PVC Membrane and coverboard down to underlying Gravel built up roofing. B. Gym R Panel Metal Roof Remove loose debris from area. If necessary, tighten or replace any loose fasteners in the R-Panel roofing system. C. Clean surfaces thoroughly prior to installation. D. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. E. Surfaces shall be clean, smooth, free of fins, sharp edges, loose and foreign material, oil, grease, and bitumen. 3.02INSTALLATION A. Install tapered board as needed for crickets and cricket enhancements first, under gypsum roof board. At areas of existing ponds, high side of curbs and where ponding is occurring B. Mechanically attach insulation and roof board in accordance with the roof manufacturer's requirements to meet manufacture's requirements to achieve 90 lb system per ASCE-7. C. Stager joints of the gypsum Roof Board. D. Insulation shall be adequately supported to sustain normal foot traffic without damage. E. Where field trimmed, insulation shall be fitted tightly around roof protrusions with no gaps greater than `/4 inch. F. No more insulation shall be applied than can be covered with the roof membrane by the end of the day or the onset of inclement weather. G. All joints between shall be tight and free of voids. H. Loosely Iay taper materials for cricketing under new %4" gypsum roof board. Assure each is secured while attaching roof board with manufacture fasteners. No gaps greater than'/4 inch allowed. I. Fasteners: Use only fasteners, stress plates and fastening patterns accepted for use by the roof manufacturer. Fastening patterns must meet applicable design requirements. J. Fastener attachment: meet manufacture's requirements to achieve 90 lb system per ASCE-7: Install fasteners in accordance with the roof manufacturer's requirements. Fasteners that are improperly installed must be replaced or corrected. K. Roof Membrane: 80 mill PVC Fleeceback Membrane. L. Roof Membrane attachment: Fully adhered in field with CR20 adhesive. M. Curb Flashings: Curbs and Walls 80 Mil Bareback PVC adhere with manufacture's approved adhesive for application. All curbs to receive new counterflashing (metal) N. Roof Penetrations: Cut membrane to fit neatly around all penetrations and roof Vol. pg. MN UP THE WORLD'S BEST ROOFe projections. Minimum 2" welds at all laps of membrane. i 4. Membrane. Application (Relax Sheets): Unroll roofing membrane and positioned with a minimum 6-inch overlap along the selvage edge. Roll ends must be butted together and membrane of the same mil thickness, without fleece backing, must be used to form the end lap. P. Adhesive application: Apply adhesive in accordance with the roof manufacturer's requirements. a. Apply adhesive in splatter pattern. b. Avoid applying adhesive in high winds or temperatures fall below 45 degrees. c. Follow guidelines outlined in the adhesive's Product Data Sheet. d. Read the adhesive's Safety Data Sheet (SDS) prior to using the adhesive. e. Apply CR20 adhesive evenly and in accordance with manufacture's application procedures. Then position membrane into adhesive. Assure even contact with membrane and adhesive. Then a light brooming of the membrane into the adhesive directly after. No weighted rolling allowed as this can cause the membrane to wrinkle and have varied amounts of adhesive. Application rate should be consistent with 27-30 squares. Per square / 100 s.f. coverage. Q. Seaming: a. Weld overlapping sheets together using hot air. Minimum weld width is 1.75 — 2.00 min. inches. b. Check field welded seams for continuity and integrity and repair all imperfections by the end of each workday. c. Membrane Termination/Securement: All membrane terminations shall be completed in accordance with the membrane manufacturer's requirements. R. Membrane securement at vertical transitions: Provide securement at all membrane terminations (wall to deck) at the perimeter of each roof level, roof section, curb flashing, skylight, expansion joint, interior wall, penthouse, and other similar condition: S. Transition Attachment at vertical: Provide securement at any angle change where the slope or combined slopes exceeds two inches in one horizontal foot. a. Flashings: Complete all flashings and terminations as indicated on the drawings and in accordance with the membrane manufacturer's requirements. b. Provide securement at all membrane terminations at the perimeter of each roof level, roof section, curb flashing, skylight, expansion joint, interior wall, penthouse, and other similar condition. c. Add new two-piece saw cut Reglet at all terminations below exposed CMU block wall. d. 'Do not apply flashing over existing thru-wall flashings or weep holes. e. Secure flashing on a vertical surface before the seam between the flashing and the main roof sheet is completed. -rid ` DURO IwAST THE WORLD'S BEST ROOF® f. Extend flashing membrane a minimum of 6 inches (152 mm) onto the main roof sheet beyond the mechanical securement. g. Use care to ensure that the flashing does not bridge locations where there is a change in direction (except where the parapet meets the roof deck). T. Penetrations: a. Flash all pipes, supports, soil stacks, cold vents, and other penetrations passing through the roofing membrane as indicated on the Drawings and in accordance with the membrane manufacturer's requirements. b. Utilize custom prefabricated flashings supplied by the membrane manufacturer. c. Existing FIashings: Remove when necessary to allow new flashing to terminate directly to the penetration. d. All plumbing stacks to receive properly size "Split" boots and fit snug from field to top of the shaft. Terminate using Panduit band, back seal, and top seal. U. Edge Details: Provide as indicated on drawings. a. Install in accordance with the membrane. b. manufacturer's requirements. c. Join individual sections in accordance with the membrane manufacturer's requirements. d. Coordinate installation of metal flashing and counter flashing specified in Section. e. Manufactured Roof Specialties: Coordinate installation of copings, counter flashing systems, gutters, downspouts, and roof expansion assemblies specified in Section 07710. V. WATER CUT-OFFS I NIGHT SEALS REQUIRED AT CONCLUSION OF EACH CREW DAY: . - a. Provide water cut-offs on a daily basis at the completion of work and at the onset of inclement weather. b. Provide water cut-offs to ensure that water does not flow beneath the completed sections of the new roofing system. c. Remove water cut-offs prior to the resumption of work. d. The integrity of the water cut-off is the sole responsibility of the roofing contractor. e. Any membrane contaminated by the cut-off material shall be cleaned or removed. PART IV: QUALITY CONTROL I PROTECTION and CLOSEOUT . FIELD QUALITY CONTROL 1. Site inspection weekly and/or bi-weekly as required by Owners re resents /���� DURO®LAST THE WORLD'S BEST ROOF® 2. All manufacture inspections: Contractor/Manufacture to provide a copy to the Consultant and Owner. 3. Final inspection will not be scheduled until contractor has confirmed Manufacture inspection and issuance of the warranty (20 Year NDL Guaranty) a. PROTECTION 1. Protect installed roofing products from construction operations until completion of project. 2. Contractor to avoid trafficking over standing seam roofing. 3. Where traffic is anticipated over completed roofing membrane, protect from damage using durable materials that are compatible with membrane. 4. Contractor shall clean/remove all asphalts, rubber tire or other marks from the finished membrane prior to closeout. All adhesive or caulk shall also be removed prior to acceptance. 5. Repair or replace all punch list items prior to closeout documents. This would include all roofing issues as well as repair of the staging area and remaining material must be removed from site. 6. Contractor to protect new/finished Membrane. Contractor will remove any droppings, stains, asphalt residue, debris or other prior to final inspection to maximize the benefits of the membrane's energy efficiency. 4.02 CLOSE OUT I . Invoice (ID#) Contractor to submit full proposal price Invoice for ID. 2. Punch List: Contractor to submit a photo's showing completion of punch list and staging area clean-up. 3. Lien Release: Conditional lien release for contractor and all subs. 4. Manufacture Guaranty: Manufacture Executed Warranty from the Manufacture (20 Year NDL Guaranty. 5. Contractor Warranty: submit Contractors 5-year Contractors Warranty (executed with ID address). 6. Payment and Performance Bond: Contractor to submit a copy of the Payment and Performance Bond. END of SPECIFICATION & SCOPE of WORK SITE GUIDELINES / Contractor Execution: Road and Bridge Building: 2617 West Highway 21 Brvan, TX 77803 1. Site/ Project Manager: Contractor to provide and maintain a minimum of one (1) non -working Project Manager to oversee operations, safety compliance and coordination with site personnel. Project Manager will report to Owner/Site Representative a minimum of once each morning and once each afternoon to assure site personnel are advised on all areas that construction activity will be taking place, V(o . 5 Fe Pg. W LAST DU DAMN THE WORLD'S BEST ROOFa coordination of any lifting activities and verify any areas of possible moisture entry from prior night or day. 2. Gutters/Downspouts; Contractor to remove and replace as part of this scope. Downspouts to be tide into underground drainage if applicable. Contractor, also, to install 1" wide %4" steel bracket under the gutter at 8' OC. Bracket to turn onto outside face of gutter a minimum of 2" extend across outside face and underneath gutter. Bracket to then attach into exterior wall of building with a minimum of two anchors / fasteners. See "4T Gutter Bracket Detail" attached to this document. 3. Vent Tops and divertors: Contractor to remove and replace all tops and divertors as part of this scope. 4. Perimeter Edge: Contractor to terminate all membrane as follows: a. Gutter: contractor to terminate membrane into gutter, using 1-3/4" Fascia Bar with metal cover. b. Rake / Gable edges: Contractor to terminate membrane using 2 Piece All term metal edge. (Match existing profile and width) S. Project Team Contact Sheet: Contractor to provide a contact sheet listing primary contacts, to include Prime and subcontractor information. A minimum list will include overall project management team members, on site primary team members and emergency contact team members. Email and cell phone contact numbers for all primary personnel to be included on the contact sheet. Contractor to bring to Pre -Construction meeting. If personnel on the Team Contact list should need to change during the process of the project, at a minimum, an email will be generated to Brazos County, 4T Partnership, and Duro-Last notifying all of the changes. 6. Staging area: Contractor will maintain a single designated staging area. All material storage, equipment storage is required to be kept at staging unless in use. All breaks, Lunches, and safety meetings to be held in staging area at all time. Unless authorized and identified with the Pre -Construction minutes. Contractor will stage equipment, material, and Company/ Crew vehicles in the assigned staging area location. Contractor will conduct safety meetings, lunch and breaks in the staging area. Contractor will maintain a Porta John and wash area within the area. Staging area should be marked with safety cones and caution tape to help prevent accidental access by the public. 7. Storage: Contractor is responsible for assuring that all material is secure on the roof and ground. All trash and debris should be bagged on a regular basis. Site should be free of wind-blown wrappers, trash, or debris. Contractor will maintain surrounding grounds with no debris, wrappers, water bottles etc. Contractor will bag all debris unless using a Skytrac and box for debris. At no time may contractor throw or discharge any materials or debris from roof. This is a two-story building making it even more important that all material and equipment be away from the building edge. 8. Signage: Contractor will post one sign at the staging area identifying the site is an active construction site. Signage should include Company name, Office contact (Phone and Email) Site Project Manager name and phone number. 9. Ground Protection: Contractor will mark with cones on the ground whenever working within 10' of the perimeter over doors, exits and vehicle garage doors. Vol. 39-Y' Pg. �� AMN THE WORLD'S BEST R00Fa 10.m Rain & Weather: Contractor will have personnel on site or within 15-30 min. from the job site 7 days a week and including Holidays until substantially complete. At any time that the building is exposed to weather (Rain, Wind or Other) Contractor will meet Owner representative to assure all water tie offs are in place and to assure there is no moisture entry into the building. Contractor is responsible for keeping the building in a watertight condition from start of construction until complete. If crew or personnel dispatch for holidays or weekends contractor is required to maintain a minimum of two personnel 15-mile radius to respond, should it rain and to daily inspect of staging area, inspection of roof loaded material and to inspect all water tie offs a minimum of twice daily on non -workdays. 11. Site Safety: Contractor will adhere to all safety requirements while performing work on the site. This will include but not limited to the following: 1) Compliance with all OSHA requirements -See attached OSHA Bulletin - Roofing m) Compliance with all County requirements n) Contractor will maintain a clean and orderly staging area throughout execution. Staging area will include a porta john and be clearly marked with cones and caution tape. The area is to be clearly marked to avoid any accidental entry by the public. Contractor will maintain all crew trucks, lifting equipment, ext. in this area. o) Lifting Equipment will always be stored in staging if not being used. Contractor will protect all parking lot surfaces with plywood to prevent any dripping of hydraulic oil or other. Contractor will chain the wheel to the axle when not in use. Contractor will provide a copy of the key or passcode to equipment. Contractor will avoid creating ruts or damage to the surrounding areas, buildings and/or land scape. Any signs of leaking or significant issues with Hydraulic equipment contractor will immediately switch out equipment and do so without interruption to the work. p) Contractor will always maintain a fire Extinguisher in the staging area and at the roof where any gas filled generators are in use. q) Contractor will install all required warning lines and fall protection as required throughout the execution of the work to protect the public and county personnel while on site performing repairs. r) Contractor will provide their own access to and from the roof. Contractor crew is to refrain from entry, interior roof hatch or exit of the building. Only the Project Manager and Crew Superintendent shall access or traffic the building and only with an approved County escort. s) Contractor will install safety cones along sidewalk leading up to all primary entrances and exits that are to remain open during repairs / construction. t) Contractor will comply with all required work hours and special designated days by the county. Contractor should include and anticipate any costs associated with overtime and night or weekend work to complete this project. No change orders for overtime, weekend or night work will be permitted. u) Contractor and crew will comply with all Covid-19 rules and procedures while on site performing work. v) Contractor and crew will refrain from any smoking on site. Contractor, Crew and Contractor vehicles will refrain from any drug or illegal substances on Vol. Pg. S 0 IN'�.I�o f�tJR��L..�► �' �1 W ��d �� p THE WORLD'S BEST ROOFe person or use while performing work. No alcohol or other on site whether containers are empty or full. This includes person and/or vehicles. 12. Crew Safety Vests: All Contractor personnel on site will wear safety vest to allow ease of identification for building personnel and public. Contractor Crew Superintendent and Project Manager will wear a different colored safety vest for ease of identification of Owner Personnel and the Public. 13. Permit Fee(s): Contractor will include any Permit costs and will include any administration cost for submitting and/for filing for a permit. Should a permit be required the contractor will include all costs for submitting for permit and any cost to collect the permit and post the permit at the appropriate locations. 14. Safety Spotter: Contractor will provide spotter personnel at the front and rear of any lifting equipment when equipment is be moved outside of staging area to assure that no public property or personnel can be damaged or hurt during operation. Contractor will also utilize a spotter any time the crew may be working within 10% 15' of the perimeter of the roof. Should the contractor be required to expose the roof to below to occupant or public. (i.e., Skylights) Contractor will coordinate with County with County contact for coordination of the Area being exposed. Any such type of area should also be marked with cones to prevent the public from accidently walking into this area. 15. Access: Contractor will provide their own exterior access to the building. All access points are to be removed when contractor is not on site or construction activity is not in process. Anyone accessing thru the building must comply with all COVID- 19 and CDC Guidelines. Contractor personnel will perform temperature checks each day and document each crew member result. 16. Electrical Power: Contractor will supply all the contractor required power for operation of equipment. Contractor is not allowed at any time to use Owners water, electrical receptacle or other in execution of this scope of work. 17. Reconnect/ Disconnect: Contractor is not authorized or allowed to disconnect any Mechanical units on the building. If for any reason the contractor feels it is necessary to disconnect a mechanical unit this must be approved in advance and scheduled with the Owner. 18. Background Information: Contractor will supply .all required background information required to comply with Brazos County requirements. 19. Insurance: Contractor will submit proof of insurance (Certificate of Insurance) showing coverage that meets or exceeds all county requirements. 20. Exterior ladder / Stairs: Contractor will include in their proposal and provide their own exterior access to the building. All exterior ladder access is to properly secure when in use and removed during any times the crew is not on scene. 21. Warranty Signage: Contractor will post a sign at the Hatch access or in location of the County choosing to notify anyone who access the roof the Date Installed, Manufacture, Contractor name and phone number, Manufacture warranty period and assembly installed. 22. Occupant Notification: Contractor to post 8'/2 x 11" Notification at access / entry doors and exits notifying public and occupant of work currently active on at this site. 23. Treated Wood: Any and all wood installation or replacement shall be "Treated" to prevent moisture and decay and be compatible will roof membrane and accessories. 24. Warranties: Provide 20-year NDL Warranty and 5-year contractors warranty. Vol. sod pg. �b�' THE WORLD'S BEST ROO CLOSEOUT DOCUMENTS & PAYMENT PROCESSING Contractor will submit a singlejand final invoice upon completion of the repairs for Brazos County Roof Repairs- Package II and Road & Bridge Building to include the following: 9. Contractor Warranty: Contractor will provide the Contractor 5-year workmanship warranty for all work performed. 10. Final Inspection 4T Partnership will schedule an inspection with the Contractor and the Owner/County to perform a walk through and inspection of the completed Roof assembly' and all areas included in the'contractor's scope of work. 4T Partnership will forward minutes and documentation of any items in need of correction or repair. Any punch items will be corrected during inspection or can.be performed, and contractor can submit photos showing corrective action. 11. Contractor Invoice — Contractor will submit a Final invoice with confirmation of completion of all punch list items and reference RFP II and -building name with address. 12. Manufacture "No Dollar ,Limit Guaranty_ Contractor will submit 'a copy and provide the Owner with an original of -the required 20-year NDL Guaranty. The Guaranty should reference the Correct Owner / Member -Name, Building Address and include execution by the Manufacture appropriate representative. 13. "Conditional" Lien Release- Contractor will submit a "Conditional Lien: Release with closeout documents including separate releases for any listed sub -contractors. 14. Performance & Payment Bond- Contractor will submit a copy of the Payment & Performance bond. 15. Punch List Items Documentation- Contractor will provide any necessary punch list / corrective action list and documentation showing each correction if required after the final inspection. 16. Please Brazos County Purchasing requirements for any additional closeout documents. DELIVERY, STORAGE, AND HANDLING - Store all materials in compliance with Manufacture requirements to avoid water damage and store rolled goods on end. Comply with manufacturer's recommendations for job -site storage and protection. If necessary, cover with lose tap or plastic and allow to breath. - Contractor will adhere to all requirements regarding stagging location, site management and occupant safety to assure that both Contractor(s) crew and public / County personnel and the public are protected at all times. Contractor will supply a duplicate key or Code to operate all equipment being stored on site to facilitate (if necessary) moving this equipment if required by first responders. Contractor / Crew will prevent any blowing debris throughout the execution of the work. All material will be properly secured. Any material roof loaded must be tied or secured when not performing repairs on site. All debris will be bagged and placed in a receptacle or dump trailer. Contractor will at no time while positioned on the roof load material or equipment from ridge to eave over entrance and exits of the buildings. JOB CONDITIONS The Contractor preparing a proposal in response to this RFP acknowledges that all work is to be performed while current activities within these buildings continue or proceed. DEEM THE 7JRLD'S BEST ROOFS Contractor will take and include all associated costs for signage, caution tape and safety cones to assure the tenant and ::public are protected from harm. - Proceed with installation work only after substrate is prepared, clean, smooth, and dry. - Proceed with installation work only when weather conditions allow. Follow primary manufacturer's recommendations during application throughout. - Contractor agrees to schedule work on individual building / Roof area only after verification that the County does not have any pre -schedule events and/or conflicts without penalty or cost to the County. - Contractor Project Manager will advise the Member each day on the prior days weather forecast. Each day that the forecast includes a greater than 30% (for that window of time) chance of rain and/or Winds forecast to be in excess of 15 20 mph the contractor will have the option to schedule a "no -work" weather delay day. - Contractor is at all times required to maintain a watertight condition on all buildings being repair / under construction. Contractor and his Insurance Company will be responsible for any damage to the interior and/or exterior) caused due to negligence on the contractor's part. The contractor agrees to keep all buildings in a watertight condition until such time that the Building/Project IN has been substantially completed and closeout documents submitted. - COVID-19 / Pandemic: Contractor will adhere to all guidelines, procedures and policies regarding the County's official and published requirements concerning Covid-19 and PPE and include in his/her proposal all necessary costs to comply. DETAILED SCOPE OF WORK -Road & Bridge Building General Scope of work: 23. Brazos County RFP: Contractor to provide an RFP proposal and response as detailed by the Brazos County Purchasing Department to the Brazos County to include and provide all specified materials, labor and all warranties and guaranties to repair/replace the roof at the Road & Bridges Building 24. Pre -Construction Meeting: Prior to the execution contractor will attend a Pre - Construction meeting (Contractor Project Manager, Superintendent, Manufacture Representative, Owner and Consultant) to review execution, scheduling, and general guidelines for the project. Contractor will submit submittals (PDF, Application Guidelines, Field Drawings, Warranties, Guaranties) prior to the Pre -Construction meeting for all required products and MSDS sheets. Contractor to provide a Project Contact Sheet with names, cell phones and email for all personnel to be involved with scope of work. (Project Manager, Site Project Manager, Crew Superintendent and Office Contact) Contractor should submit a soft copy of these documents no later then10 days prior to this meeting. 25. Provide unit cost (square foot $) for deck replacement. Prior approval required for replacement. 26. Remove and Install execution: Contractor (Execution) Advisory - Due to the vehicle activity at this building Contractor will need to coordinate daily activities Vol. ._��_..e� p9- 8... son , OUROPLAS7i A, flaBi THE WORLD'S PEST R®QFo with Building personnel. This is a vehicle repair facility and therefor will require daily coordination. Remove existing 40 miI PVC along with all screws and plates. Inspect and replace wet or deteriorated existing insulation, to include flute fill product. Provide unit cost for replacement. Prior approval required for replacement. Install, via mechanical attachment, an approved'/4" Gypsum Roof Board, over existing flute fill / insulation. Stagger all joints. Mechanical attachment to meet manufacture's requirements to achieve 90 lb system per ASCE-7. Install, via adhered attachment, an 80 mil Fleeceback, adhered with CR20 for entire field of the roof. No peel stop required unless required by Manufacture. Contractor will perform work in accordance with all manufacture guidelines and will maintain a watertight condition while executing the scope of work. The building must remain operationally open and performing its function for the county throughout repairs. During the execution of the scope of work. Contractor will protect the building from moisture entry from start to finish of the scope of work. Contractor will utilize and install night seals at the end of each day to assure and terminate any completed or uncompleted areas daily. Should any of the new assembly become wet remove / damages contractor will replace before proceeding with work. 27. Fastener Pull-out Test: Contractor to perform fastener pull test to assure pull out and required spacing for any fasteners. Contractor to perform prior to the Pre -Construction meeting. Contractor to provide pull values at the pre -Construction meeting. 28. Flashing/Assembly removal: Contractor to remove all roof material down to the underlying or original roof assembly. Inclusive of any associated roof products. Before installing new assembly, contractor is to inspect and verify the substrate meets all industry requirements before installing the new assembly. Contractor is to notify the county immediately should they identify any defective items to allow the county to inspect. 29. Existing Two-way Vents: Contractor to remove and dispose of. No new two-way vents will be utilized. i30.'Contractor Advisory: Reference Pre -Bid Minutes. Contractor to verify and attach any penetrations not properly secured from underside of substrate. 31. New Assembly: Contractor Cut and remove PVC 40 mill Membrane and associated mechanical fasteners. Contractor to then install I/4" approved Gypsum Roof Board (mechanically attached) -and adhere 80 mill Fleeceback membrane. 32. Cricketing: Contractor will install cricketing, % " per foot taper, on the "High side" of all curbed penetrations. 33. Gypsum Roof Board: Contractor will install, via mechanical attachment, an approved '/4" Gypsum Roof Board over the underlying assembly. Mechanical attachment to meet manufacture's requirements to achieve 90 lb system per ASCE-7. All gaps greater than %4" will be filled prior to membrane installation. 34. Field Membrane: Contractor to install 10' wide sheets of 80 mill PVC Fleeceback Membrane. Contractor to adhered membrane, using CR20 adhesive, over the approved Y4" Gypsum Roof Board, mechanically attached to meet manufacture's requirements to achieve 90 lb system per ASCE-7. Assembly is to meet UL listed Impact 4, "Severe" Hail Certification. Contractor to lightly broom each sheet after install to ensure full embedment of the sheet and adhesive. Install patch were required. Vol. Pg. ��� MIF WE THE WORLD'S BEST ROOFe Contractor should take card to not over seat the fleeceback in the adhesive which can cause wrinkling. f . 35. New Gutters & Downspout: Contractor to remove existing gutter and downspouts. Contractor to install new gutters and downspouts as part of this scope of work. Gutters / Downspouts to be properly sized for roof. Contractor will include in his cost all associated cost to tie into below grade drainage where it currently exists. Gutters are to be pre -enameled baked metal. Contractor to terminate membrane in gutter with 1-314" Fascia Bar with Metal cover. Color to be chosen by County. Contractor, also, to install 1" wide'/4" steel bracket under the gutter at 8' OC. Bracket to turn onto outside face of gutter a minimum of 2" extend across outside face and underneath gutter. Bracket to then attach into exterior wail of building with a minimum of two anchors / fasteners. See 114T Gutter Bracket Detail" attacked to this document. Contractor Advisory: Contractor should review currant overhang of roof and gutter placement. This may require increasing size of gutters or trimming of the original metal overhang. 36. Perimeter Edge: Contractor to terminate all membrane as follows: a. Wood Nailers: Contractor to install treated new nailer at any required locations. b. Gutter: contractor to terminate membrane into gutter, using 1-3/4" Fascia Bar with metal cover. c. Rake / Gable edges: Contractor to terminate membrane using 2 Piece All term metal edge. 37. Metal Ridge Vents: Contractor to replace existing Metal Ridge Vents with Manufacture's pre -manufactured PVC Metal Ridge Vents. Remove existing (6)'Ridge Vents and replace/install (7) pre -Manufactured Ridge Vents. Contractor will replace the one currently missing. See Detail #s 5000 and 5001 in package. 38. Plumbing Stacks: Contractor to remove existing flashings and install extender on plumbing jacks that are less than 8" (Portals plus) and flash with PVC split boot. 39. Penetrations Flashings: Contractor to provide and install split boots and flashings at all non -curbed penetrations to assure each fit snug and tight around the shaft of the penetration. Termination to include Panduit band top seal and back seal. 40. Equipment supports: Contractor will provide new equipment supports all existing. Contractor will install new wood 4" x 4" treated wood under the membrane and not on top. All wood supports are to be encapsulated under the membrane. 41. Conduit and Supports: There are no conduit on roof currently. 42. Walk Pads: Contractor is to include in this scope of work to include the installation of Manufacture walk pads at all service sides of Mechanical Units and Roof hatch / Roof access location. If known are obvious contractor to install one walk pad at Owners designated location. 43. Flue Vents — Contractor to flash using Manufactures dual wall flashing at all heated flue vents. 44. Vents — All vents are to receive new diverters and tops. Contractor to flashing using split PVC boots properly sized arid sealed with stainless steel Panduit band and sealant. Vol. pg. i DUR'04KAST FE0004 THE WORLD'S BEST ROOFP 45. Cylindrical Metal Vents / Flue vents: Contractor to replace all tops and rain collars with new. Seal and mechanically affix each. All flue vent tops are to be replaced. Paint color to be at County choice or selection. 46. Treated Wood: Replace all wood components that are required with Treated wood resistant of rot and decay. All must be compatible with Roof assembly and accessories. 47. Details: Please reference details provided for reference for all specified detailing at the end of this document. 48. Specialty / Site Saecific Item: Plumbing Stack / Flue Vents - Contractor to reattach all existing flue vents and Plumbing stacks not currently attached below roof deck ! substrate. 49. Specialty / Site Specific Item: Blanket Insulation - Contractor to include in the base price, remove and replacement of 23,968 s.f. of Blanket Insulation located on the underside of the substrate. Provide a unit cost (square foot $) for additional blanket insulation replacement. PART 1 GENERAL / SPECIFICATIONS: BRAZOS COUNTY -ROAD and BRIDGE BUILDING 1.13 SCOPE OF WORK SUMMARY A. Removal of the exposed PVC and mechanical fasteners. Remove all cylindrical flashings. Remove existing Two -Way Vents. Ridge vents are to be replaced with Manufacture prefabricated Metal Ridge vent to replace each existing. B. Inspect existing insulation, to include flute fill and replace wet or deteriorated product. Provide unit cost for replacement. Prior approval required for replacement. C. Install new, an approved'/a" Gypsum Roof Board (mechanically attached / 90 LBS minimum) over the existing and exposed flute fill / insulation. Remove any wet and/or damaged ISO. D. All products should be Manufactured by the Primary Manufacture warrantying the assembly/system. E. Install 80 mill PVC Fleeceback Membrane adhered with Fleeceback membrane with CR 20 membrane adhesive, with splatter application over approved Gypsum Roof Board. Install screw and plates at all perimeter terminations perimeter edge and curbs ! penetrations per manufacture's specifications. F. Install penetration flashings (boots) at cylindrical penetrations. Assure all are properly sized and fit smooth and tight to all vertical flashings. Top seal and back seal. Then install Panduit band and caulk. Any use of pitch pans will require pre -approval No pitch pans are to be used. G. Replace all flue vent tops and round curb exhaust vent tops that are exposed and damaged from Hail Exposure. H. Fasteners, adhesives, and other accessories required for a complete roofing installation. I. Traffic Protection. Walk pads to be installed at roof hatch and service side of All Vol. ��8 Pg.� cmar AN THE WORLD.'S BEST ROOt o mechanical units. Do not install walk pad over membrane laps. 1.14 REFERENCES A. NRCA - The NRCA Roofing and Waterproofing Manual. B. ASCE 7 - Minimum Design Loads for Buildings and Other Structures. C. UL -Roofing Materials and Systems Directory, Roofing Systems (TGFU.R10128). D. ASTM C 1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board. E. ASTM D 751- Standard Test Methods for Coated Fabrics. F. ASTM D 4434 - Standard Specification for Poly (Vinyl Chloride) Sheet Roofing. G. ASTM E 108 - Standard Test Methods for Fire Tests of Roof Coverings. H. ASTM E 119 - Standard Test Methods for Fire Tests of Building Construction and Materials. 1.15 SYSTEM DESCRIPTION A. General: Provide installed roofing membrane and base flashings that remain watertight; do not permit the passage of water; and resist specified uplift pressures, thermally induced movement, and exposure to weather without failure. B. During installation contractor will install night seals to assure the building remains watertight throughout the installation of the roof system. C. Material .Compatibility: Provide roofing materials that are compatible with one another under conditions of service and application required, as demonstrated by roofing membrane manufacturer based on testing and field experience. Provide all of the primary manufacture's products. Any products not manufactured by primary manufacture must be submitted for approval prior to delivery to the job site. D. Physical Properties: 1. Roof product must meet the requirements of Type III PVC sheet roofing as defined by ASTM D 4434 and must meet or exceed the following physical properties. 2. Thickness: 80 mil (101 mil including fleece), nominal, in accordance with ASTM D 751. 3. Thickness Over Scrim: >_ 41 mil in accordance with ASTM D 7635. 4. Breaking Strengths: >_ 545 lbf. (MD) and >_ 376 lbf. (XMD) in accordance with ASTM D 751, Grab Method. 5. Elongation at Break: > 34% (MD) and >_ 33%,(XMD) in accordance with ASTM D 751, Grab Method. 6. Tearing Strength: >_ 70 lbf. (MD) and >_ 211 Ibf. (XMD) in accordance with ASTM D 751, Procedure B. 7. Low Temperature Bend (Flexibility): Pass at -40 °F in accordance with ASTM D 2136. Vol. pg. �% OLIROP>LAST MEN THE WORLD'S BEST ROOPo 8. Linear Dimensional Change: < 0.10% (MD) and 0.10% (XMD) in accordance with ASTM D 1204 at 176 ± 2 OF for 6 hours. 9. Water Absorption: < 0.1% in accordance with ASTM D 570 at 158 T for 166 hours. 10. Static Puncture Resistance: >_ 33 lbs. in accordance with ASTM D 5602. 11. Dynamic Puncture Resistance: ? 14.7 ft lbf. in accordance with ASTM D 5635. E. Cool Roof Rating Council (CRRC): 1. Membrane must be listed on CRRC website and meet CRRC requirements. a. Initial Solar Reflectance: >: 87% b. Initial Solar Reflective Index (SRI): _: 110 F. Insulation 1. Inspect / Reuse existing flute fill / Insulation currently in place. 2. Approved'/4" Gypsum Roof Board Primed (Mechanically attached / 90 LBs minimum) I.I6 SUBMITTALS A. Submit under provisions of Section 01300. B. Project Team Contact Sheet with both phone numbers and email. C. Product data sheets on each product to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods. 4. Maintenance requirements. D. Application guidelines for the specific assembly being installed. E. Shop Drawings Provide shop drawings showing mechanical attachment of insulation attachment. Pull test results and required attachment based on results. F. Verification Samples: For each product specified, two samples, representing actual product, color, and finish. 1. 4" by 6" sample of 80 mill Fleeceback membrane, White. 2. 4" x 6" sample of walkway pad. White with Yellow stripping. 3. Termination bar, fascia bar with cover, drip edge and gravel stop if to be used. 4. Submit PDF of all Counterflashing skirting to be installed at Mechanical units including gauge and profile. ®®A ,; ' OUROt MW THE WORLD'S BEST ROOFa 5. Submit fasteners with appropriate sizing for each application to be used at all transitions, flashings, curbs, parapet wall, etc. 6. Product Data Sheets for each product and accessories to be used and installed within the roof assembly. 7. SDS: Contractor to submit copies of all Safety Data Sheets and maintain one bound copy on site throughout the execution of the scope of work. 8. Field Drawings: Contractor to submit all manufacture and/or field drawings for details to be used in the execution of this work. 9. Contractor to submit PDF of all wood components to be used on execution of this work. 10. Contractor to submit PDF and profile drawing for any Metal deck replacement. G. Installer Certification: Certification from the roofing system manufacturer that Installer is approved, authorized, or licensed by manufacturer to install roofing system. H. Submit Manufacture Guaranty (sample) -Warranty to include all membrane wall . flashings, curb flashings, scuppers, downspouts, and perimeter metal termination metal. I. Submit Contractors 5-Year Warranty (sample) 1.17 QUALITY ASSURANCE A. Owners' consultant will inspect all work a minimum of once per week during the execution of the repairs. Contractor to correct all deficiencies noted during inspection prior to following week inspection. B. Perform work in accordance with manufacturer's installation instructions. C. Manufacturer Qualifications: A manufacturer is primary (not a toll manufacture) specializing in fhe production of PVC membranes systems. Maintains an Auditing process including inspection of all warrantied roof before issuance of said warranty. Has registered it products and is listed with both Factory Mutual and UL and has produce these product in excess of 10 years. D. Installer Qualifications: Contractor must be Certified with the Manufacture, be able to issue Manufacture "NDL" Warranty, Capable of issuing a Payment and performance bond and has a minimum of 10 years install (successively) specified system/assembly. Note: See additional contractor requirement within the RFP requirements. E. Source Limitations: All products to be sold and tested by the primary Manufacture. F. There shall be no deviations from the roof membrane manufacturer's application specifications and/or these specifications without written approval prior. NRCA guidelines will be followed as -a minimum. ' Voi. Pg. a%� xd THE WORLD'S BEST ROOF© G. Contractor to submit copies of; all Manufacture inspections (following week) to Owner and 4T Partnership. 1.18 REGULATORY REQUIREMENTS A. Conform to applicable code for roof assembly wind uplift and fire hazard requirements. B. Fire Exposure: Provide membrane roofing materials with the following fire -test -response characteristics. Materials shall be identified with appropriate markings of applicable testing and inspecting agency. 1. Exterior Fire -Test Exposure: c. Class A: ASTM E 1.08, for application and roof slopes indicated. 2. Fire -Resistance Ratings: Comply with ASTM E 119 for fire -resistance -rated roof assemblies of which roofing system is a part. 3. Conform to applicable code for roof assembly fire hazard requirements. C. Wind Uplift: Roofing System Design: Provide a roofing system designed to resist 90 LBS uplift pressures calculated according to the current edition of the ASCE-7 Specification Minimum Design Loads for Buildings and Other Structures. 1.19 PRE -INSTALLATION MEETING A. Convene meeting not less than two weeks before planned or scheduled start date for work of this section. B. Review methods and procedures related to roof deck construction and roofing system including, but not limited to, the following. 1. Pre -Construction Meeting: Owner, Consultant, Manufacture representative, roofing installer, roofing Site Project Manager, Superintendent and any office personnel and any Contractor sub -contractors. 2. Contractor to provide three copies of all SDS Sheets. 3. Contractor to submit all submittals no less than one week prior to pre -construction meeting. 4. Contractor to furnish/submit a list of all Sub -Contractors and Contacts. 5. Contractor to provide/submit a Project Contact list at the pre -con. 6. Contractor to provide/submit an Occupant notification sheet on letter head with contact numbers to advise public and occupant of upcoming construction and dates for work. 7. Review and finalize construction schedule and verify availability of materials, installer's personnel, equipment, and facilities needed to make progress and avoid delays. 8. Verify location of staging area. Vol. zg8 Pcg. �1SA' � DUROPLAST P"a; THE WORLD'S BEST ROOF® 9. Verify the Iocation of Contractor access on to the roof and existing. 10. Discuss and review all safety requirements. 11. Discuss all loading of materials and securement of materials on roof and in staging area throughout project. 12. Examine deck substrate conditions and finishes for compliance with requirements, including flatness and fastening. 13. Review structural loading limitations of roof deck during and after roofing. 14. Review base flashings, special roofing details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that will affect roofing system. 15. Review governing regulations and requirements for insurance and certificates if applicable. 16. Review temporary protection requirements for roofing system during and after installation. 17. Review roof observation and repair procedures after roofing installation. 18. Review all execution specific requirements listed in the execution section of the scope of work. 1.20 DELIVERY, STORAGE AND HANDLING A. Prior to delivery of Material Contractor is to inspect the underside of the substrate to identify any locations where material placement should be limited if suspect. Contractor to also identify any incumbrances attached, hanging or otherwise at -risk during installation. B. Deliver roofing materials to Project site in original containers with seals unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture, and directions for storing and mixing with other components. C. Store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by roofing system manufacturer. Protect stored liquid material from direct sunlight. D. All products sensitive to temperature and /or exposure to the elements prior to use shall be kept in appropriate containers or brought out daily to job site. E. Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture, soiling, and other sources. Store in a dry location. Comply with insulation manufacturer's written instructions for handling, storing, and protecting during installation. Once on site if necessary, cut shrink wrap to allow material to breath and cover with a tarp. F. Store roof materials and place equipment in a manner to avoid permanent deflection of deck. G. Store and dispose of solvent -based materials, and materials used with solvent -based materials, in accordance with requirements of local authorities having jurisdiction. H. All material on the roof to be secured to prevent any wind-blown debris. Pg. Vol. ���' ��i '�¢ �7U140�1.��4ST &WA THE WOkL®'S BEST ROOFe 1.21 WARRANTY A. Contractor's Warranty: The contractor shall warrant the roof application with respect to workmanship and proper application for Five (5) years from the effective date of the warranty issued by the manufacturer. B. Manufacturer's Warranty: Must be no -dollar limit type and provide for completion of repairs, replacement of membrane or total replacement of the roofing system at the then - current material and labor prices throughout the Iife of the warranty. In addition, the warranty must meet the following criteria: 1. Warranty Period: 20 years from date issued by the manufacturer. 2. No exclusion for Ponding water 3. Warranty shall not place excessive requirements on Owner to maintain Manufacture Warranty. 4. Acts of God, Vandalism to be excluded. 5. No exclusion for damage caused by biological growth. 6. Issued direct from -and serviced by the roof membrane manufacturer. 7. Transferable for the full term of the warranty. PART 2 PRODUCTS 2.4 MANUFACTURER A. Contractor to identify Manufacture Name and certification on the RFP Contractor proposal form. B. All proposals submitted must be on the provided RFP Proposal form and completed correctly. C. Contractor shall inspect the building thoroughly and verify all required details and scope to perform the work and supply the specified Scope of Work and Warranties. D. Approved Manufactures: GAF Materials Corp / Duro-Last Roofing 2.5 ROOFING SYSTEM COMPONENTS A. Roofing Membrane: Manufacture PVC Fleeceback Membrane conforming to ASTM D 4434, type III, fabric -reinforced, PVC, NSF/ANSI 347 Gold or Platinum Certification, and a product -specific third -party verified Environmental Product Declaration. Membrane properties as follows: 1. Removal of existing PVC 40 mill membrane Roof Membrane including existing screws and plates, penetration flashings, curb flashings and all associated fasteners down to the underlying assembly. 2. Installation of cricket (where required) reuse existing flute fill / insulation and install an approved Y4" Gypsum Cover Board (primed) mechanically attached with screws and metal plates in accordance with Manufacture requirements. 3. Membrane: Vol. -- O'pQ�Q DURD>LAST t � � THE WORLD'S BEST ROOFo b. Install 80 mill PVC Fleeceback membrane in CR20 adhesive (field) / 80 mill PVC bareback membrane at all vertical walls / curbs using Solvent -based adhesive. 4. Exposed Face Color: a. White. 5. Products recycle content 7% post-industrial and 0% post -consumer. B. Accessory Materials: Provide accessory materials supplied by or approved for use by Manufacturer. 1. Sheet Flashing: Manufacturer's standard reinforced PVC sheet flashing. 2. Install 80 mil bareback membrane at all curbs using an approved solvent -based adhesive. Install fabricated corners for all curb corners. a. Stack Flashings. Contractor to use split boots only. b. Metal Ridge Vent: Provide Manufactures prefabricated Metal ridge vent to replace existing. c. Inside and Outside Corners. d. Vinyl Coated Metal Scupper with collection box and downspout e. PVC Metal Clad overflow scuppers w/ picture frame 3. Sealants and Adhesives: Compatible with roofing system and supplied by Manufacture, Inc. a. Fleecback adhesive CR-20 Membrane Adhesive. (Field membrane) b. Solvent -Based adhesive (walls and Curbs) c. Manufactures 20-year type sealant. d. PVC Matic. 4. Cover Board- approved %" Gypsum Roof Board 5. Fasteners and Plates: Factory -coated steel fasteners and metal or plastic plates meeting corrosion -resistance provisions in FMG 4470, designed for fastening membrane and insulation to substrate. Supplied by Primary Manufacture a. #14 and #15 Heavy Duty Fasteners. (Contractor to verify appropriate length fastener for both Metal deck and Wood Deck) b. 3-inch Metal Plates. (Barbed) 6. Termination and Edge Details: a. Install 2 Piece All Term Edge metal at rake terminations. b. Turn membrane into gutter and secure with 1-314" Fascia Bar metal cover. 7. PVC Clad Metal: Supplied by Primary Manufacture C. Walkways: 1. Provide non-skid, maintenance -free walkway pads in areas of heavy foot traffic and around mechanical equipment. a. Walk Pads !Vol. Pg. Py ®gpLAST THE WORLD'S BEST ROOF& b. Walk pads to be installed at all access points and service side of all Mechanical units. Walk pads to be but to avoid being installed over any field or wall to deck flashings. 2.6 ROOF INSULATION ACCESSORIES A. General: Provide roof insulation accessories approved by the roof membrane manufacturer and as recommended by insulation manufacturer for the intended use. B. Fasteners: Provide Manufacture factory -coated steel fasteners and metal or plastic plates meeting corrosion -resistance provisions in FMG 4470, designed for fastening insulation and/or insulation cover boards in conformance to specified design requirements. C. Insulation Cover Board: 1. Glass -mat -faced, water-resistant gypsum substrate conforming to ASTM C 1177/C 1177M, DensDeck® Prime Roof Board as manufactured by Georgia-Pacific Corporation. Or 1fanufaeture's Approved Equal. a. % inch thick Dens Deck PART 3 EXECUTION 3.6 EXAMINATION A. Verify that the surfaces and site conditions are ready to receive work. B. Verify that the deck is supported and secured. C. Verify that the deck is clean and smooth, free of depressions, waves, or projections, and properly sloped to drains, valleys, and/or gutters. D. Verify that the 'deck surfaces are dry and free of standing water, ice, or snow. E. Verify that all roof openings or penetrations through the roof are solidly set. F. If substrate preparation is the responsibility of another contractor, notify Architect of unsatisfactory preparation before proceeding. 3.7 PREPARATION A. Clean surfaces thoroughly prior to installation. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. C. Surfaces shall be clean, smooth, free of fms, sharp edges, loose and foreign material, oil, grease, and bitumen. 3.8 INSTALLATION A. Install any tapered board first where allowable or under approved Gypsum Roof Board. (where required) B. Install any required insulation in accordance with the roof manufacturer's requirements. C. Insulation Cover Board: approved Gypsum Roof Board Vol. 3rg Pg. ��I LIB a THE WORLD'S REST ROOF© ^ 1. Use only fasteners, stress plates and fastening patterns accepted for use by the roof manufacturer. Fastening patterns must meet applicable design requirements. a. Install fasteners in accordance with the roof manufacturer's requirements. Fasteners that are improperly installed must be replaced or corrected. b. Attach boards in parallel courses with end joints staggered 50% and adjacent boards butted together with no gaps greater than % inch. c. Attach boards over existing Flute Fill / Insulation. d. At gutters tapper the last 4' of insulation to assist with drainage. D. Roof Membrane: 80 mill PVC Fleecebaek and Bareback Membranes. 1. Fully adhered in field Fleeceback membrane with CR20 adhesive 2. Curbs and Walls fully adhere Bareback Jembrane with Solvent -based adhesive. 3. Cut membrane to fit neatly around all penetrations and roof projections. 4. Unroll roofing membrane and positioned with a minimum 6-inch overlap along the selvage edge. Roll ends must be butted together and membrane of the same mil thickness, without fleece backing, must be used to form the end lap. 5. Apply adhesive in accordance with the roof manufacturer's requirements. 6. Apply adhesive in splatter pattern. 7. FolIow guidelines outlined in the adhesive's Product Data Sheet. 8. Read the adhesive's Safety Data Sheet (SDS) prior to using the adhesive. E. Seaming: 1. Weld overlapping sheets together using hot air. Minimum weld width is 1-1/2 inches. 2. Check field welded seams for continuity and integrity and repair all imperfections by the end of each workday. F. Membrane Termination/Securement: All membrane terminations shall be completed in accordance with the membrane manufacturer's requirements. 1. Provide securement at all membrane terminations at the perimeter of each roof level, roof section, curb flashing, skylight, expansion joint, interior wall, penthouse, and other similar condition. 2. Provide securement at any angle change where the slope or combined slopes exceeds two inches in one horizontal foot. G. Flashings: Complete all flashings and terminations as indicated on the drawings and in accordance with the membrane manufacturer's requirements. 1. Provide securement at all membrane terminations at the perimeter of each roof level, roof section, curb flashing, skylight, expansion joint, interior wall, penthouse, and other similar condition. a. Do not apply flashing over existing thru-wall flashings or weep holes. b. Secure flashing on a vertical surface before the seam between the flashing and the main roof sheet is completed. c. Extend flashing membrane a minimum of 6 inches (152. mm) onto the main roof 0000THE WORLD'S REST ROOF& Sheet beyond the mechanical securement. d. Use care to ensure that the flashing does not bridge locations where there is a change in direction (except where the parapet meets the roof deck). 2. Penetrations: a. Flash all pipes, supports, soil stacks, cold vents, and other penetrations passing through the roofing membrane as indicated on the Drawings and in accordance with the membrane manufacturer's requirements. b. Utilize custom prefabricated flashings supplied by the membrane manufacturer. c. Existing Flashings: Remove when necessary to allow new flashing to terminate directly to the penetration. d. All plumbing stacks to receive properly size "Split" (OPEN) boots and fit snug from field to top of the shaft. Terminate using Panduit band, back seal, and top seal. H. Edge Details: 1. Extend membrane into Gutters. Terminate using 1-314"Fascia Bar and metal cover. Seal with sealant as required. 2. Install All Term Metal Edge per manufacture's specifications. 3. Coordinate installation of metal flashing and counter flashing specified in Section 07620. 4. Manufactured Roof Specialties: Coordinate installation of copings, counter flashing systems, gutters, downspouts, and roof expansion assemblies specified in Section 07710. I. WATER CUT OFFS I NIGHT SEALS REQUIRED AT CONCLUSION OF EACH CREW DAY: _ 11. Provide water cut-offs on a daily basis at the completion of work and at the onset of inclement weather. 2. Provide water cut-offs to ensure that water does not flow beneath the completed sections of the new roofing system. 3. Remove water cut-offs prior to the resumption of work. 4, The integrity of the water cut-off is the sole responsibility of the roofing contractor. 5. Any membrane contaminated by the cut-off material shall be cleaned or removed. J. Walkways: 1, No walk pads may be installed over field or flashing laps. 2. Install walkways in accordance with the membrane manufacturer's requirements. 3. Provide walkways at all access points, deck area changes and at service side of all units. 4. Install walkway pads at roof hatches, access doors, rooftop ladders and all other traffic concentration points regardless of traffic frequency. Provided in areas receiving regular traffic to service rooftop units or where a passageway over the surface is required. 5. Do not install walkways over flashings or field seams until manufacturer's warranty inspection has been completed. 3.9 FIELD QUALITY CONTROL vol. 3 Py._�-- ®UR®>ST THE W0RLD'S BEST RO'OFo A. Site inspection weekly and/or �bi-weekly as required by Owners representative. B. All manufacture inspections: Contractor/Manufacture to provide a copy to the Consultant and Owner. C. Final inspection will not be scheduled until contractor has confirmed Manufacture inspection and issuance of the: warranty (20 Year NDL Guaranty) D. Upon receipt or confirmation of Manufacture successful completion and issuing of the NDL Warranty Contractor will schedule with the County and consultant to perform a final inspection. Any defects noted in final inspection will be repaired by the contractor. If the county so desires the Consultant can perform a follow-up final. Any cost for a required third inspection would be at the cost of the Contractor. 3.10 PROTECTION A. Protect installed roofing products from construction operations until. completion of project. B. Where traffic is anticipated over completed roofing membrane, protect from damage using durable materials that are compatible with .membrane. C. Contractor will be responsible for cleaning any membrane that is marked or damaged by foreign material spillage or otherwise. Contractor may at his own cost be required to wash the service of the membrane should this be identified or marked during the final inspection. D. Contractor shall clean/remove all asphalts, rubber tire or other marks from the finished membrane prior to closeout. All adhesive or caulk shall also be removed prior to acceptance. E. Repair or replace all punch list items prior to closeout documents. This would include all roofing issues as well as repair of the staging area and remaining material must be removed from site.,. END OF SCOPE OF WORK & SPECIFICATION BRAZOS COUNTY ROAD AND BRIDGE BUILDING SITE GUIDELINES / SCOPE OF WORK: Brazos County Sheriff' Station: 1700 W. HWY 21 Bryan, TX 77803 1. General Scope Overview: Contractor to clean entire surface of the exposed cap sheet, cut and repair any blisters and identified areas of moisture. Once prep is complete contractor to install, via mechanical attachment, an approved '/a" gypsum roof board, using appropriately sized screws, in accordance with published manufacture's specifications. Metal insulation plates are required. Fasten in accordance with manufacture's requirements to achieve 90 lb system per ASCE-7. Adhere 80 mil PVC fleeceback membrane over entire field area using CR20. Adhered 80 Bareback, over mechanically attached roof board and adhere using manufacture's approved adhesive on all vertical surfaces (Wall and curb Flashings). Contractor to install new assembly over underlying BUR / existing roof. Remove any wet or damaged areas and fill as required. Provide unit cost (square foot $ for insulation replacement. Provide unit cost (square foot $) for decking replacement. Cut and repair any blisters. Enhance identified, existing crickets with 1/8" per foot taper panels. Install additional %z" per foot cricketing, Vol. Pg.� ogwDUROPLAST THE WORLD'S BEST RUUFe where missing and as indicated roof plan. Install V2" per foot cricketing at the high side of curbs. 2. Scope of work includes (Contractor to verify units/ quantities): • Low -Sloped (Field) area is estimated to be (approximately)11,705 s.f. • Low-SIoped parapet wails is estimated to be (approximately)1,341.00 I.f. of parapet walls. • Low -Sloped Curbed flashings is estimated to be (approximately) 72 11 • Low -sloped Roof drains: 25 • Low -Sloped plumbing jacks-12 • Low -Sloped parapet termination metal-807 11 • Contractor to verify all quantities and units 3. Existing Assembly: The existing assembly is 3.5" Iso and 1" perlite with a multi- ply built-up roof with Granular Cap sheet surfacing. The substrate is metal decking. 4. Low -Sloped Roofing roof areas in this scope of work: Contractor to include all of the following referenced roof areas (Built-up with Granular Cap sheet surfacing) in this proposal: • Roof Area 42 — Lower / rear roof area • Roof Area #3 — Lower / Rear roof area • Roof Area #4 — Lower / Rear roof area • Roof Area #5 — Lower / Rear roof area • Roof Area #6 — Lower / Right side (West) • Roof Area #7 — Upper / Front roof area • Roof Area #8 — Lower / (West) Canopy • Roof Area #10 _ Upper / Front roof area • Roof Area # 11— Upper Front (Canopy) roof area • Roof Area #12 — Upper / Front roof area • Roof Area #14 — Upper / Front roof area • Roof Area #13 — Lower Front roof area • Sloped Metal Roofing #1 and #2 — Exclude. • See site diagram and Eagle View for reference 5. Lightning Protection: Contractor is to include the disconnect and reconnect of existing lightning protection in his proposal. 6. Pre -Construction Meeting: Prior to the execution contractor will attend a Pre - Construction meeting (Contractor Project Manager, Superintendent, Manufacture Representative, Owner and Consultant) to review execution, scheduling, and general guidelines for the project. Contractor will submit submittals (PDF, Application Guidelines, Field Drawings, Warranties, Guaranties) prior to the Pre - Construction meeting for all'required products and MSDS sheets. Contractor to provide a Project Contact Sheet with names, cell phones and email for all FV01. � Y8 P9• a gw THE WORLD'S BEST ROOFm personnel to be involved with scope of work. (Project Manager, Site Project Manager, Crew Superintendent and Office Contact) Contractor should submit a soft copy of these documents no later than 10 days prior to this meeting. 7. Site/ Project Manager: Contractor to provide and maintain a minimum of one (1) non -working Project Manager to oversee operations, safety compliance and coordination with site personnel. Project Manager will report to Owner/Site Representative a minimum of once each morning and once each afternoon to assure site personnel are advised on all areas that construction activity will be taking place, coordination of any lifting activities and verify any areas of possible moisture entry from prior night or day. 8. Manufacture to provide a price, should the County wish to add full time inspection by Manufacture. 9. First Responder Facility: Contractor to include all required / necessary accommodations to assure that facility remains operational, no debris left on or near emergency vehicles and all other accommodations to assure emergency vehicles and personnel have clear entry and exit of the facility. 10. Project Team Contact Sheet: Contractor to provide a contact sheet listing primary contacts, to include Prime and subcontractor information. A minimum list will include overall project management team members, on site primary team members and emergency contact team members. Email and cell phone contact numbers for all primary personnel to be included on the contact sheet. Contractor to bring to Pre -Construction meeting. If personnel on the Team Contact list should need to change during the process of the project, at a minimum, an email will be generated to Brazos County,' 4T Partnership, and Duro-Last notifying all of the changes. 11. Staging area: Contractor will maintain a single designated staging area. Based on county approval. All material storage, equipment storage is required to be kept at staging unless in use. All breaks, Lunches, and safety meetings to be held in staging area at all times. Unless authorized and identified with the Pre -Construction minutes. Contractor will stage equipment, material, and Company/ Crew vehicles in the assigned staging area location. Contractor will conduct safety meetings, lunch and breaks in the staging area. Contractor will maintain a Porta John and wash area within the area. Staging area should be marked with safety cones and caution tape to help prevent accidental access by the public. 12. Demolition and debris: Contractor will include all required debris control and removal of all demolition, wrappers and other. If required Contractor will utilize waste removal company currently under contract with the county. Any and all receptacle bins must remain covered at all tunes when not being loaded to protect from any wind-blown debris. 13. Wall / Base flashings: Contractor to mechanically attach an approved 114" cover board to all vertical surfaces and adhere a Barback membrane, thickness to match field membrane, to the cover board with manufacture's approved Adhesive. At all As& D THE WORLD'S REST ROOFo masonry wall cladding contractor to counterflash using two-piece saw cut reglet. At all metal or wood cladding contractor to counter flash using'Y' flashing. 14. Parapet Wall transitions — Contractor to install proper saddles at all wall transitions with membrane and counterflash with two-piece saw cut counterflashing. 15. Storage: Contractor is responsible for assuring that all material is secure on the roof and ground. All trash and debris should be bagged on a regular basis. Site should be free of wind-blown wrappers, trash, or debris. Contractor will maintain surrounding grounds with no debris, wrappers, water bottles etc. Contractor will bag all debris unless using a Skytrac and box for debris. At no time may contractor throw or discharge any materials or debris from roof. This is a multi -story / multi- level building making it even more important that all material and equipment be away from the building edge, encumbrances, and windows. At all times material on the ground and staged on the roof must be secure. 16. Special Conditions: Please see special conditions set forth by occupant and the County Sheriff's office on additional crew/personnel requirements. 17. Signage: Contractor will post one sign at the staging area identifying the site is an active construction site. Signage should include Company name, Office contact (Phone and Email) Site Project Manager name and phone number. 18. Ground Protection: Contractor will mark with cones on the ground whenever working within 10' of the perimeter over doors, exits and vehicle garage doors. 19. Rain & Weather: Contractor will have personnel on site or within 15-30 min. from the job site 7 days a week and including Holidays until substantially complete. At any time that the building is exposed to weather (Rain, Wind or Other) Contractor will meet Owner representative to assure all water tie offs are in place and to assure there is no moisture entry into the building. Contractor is responsible for keeping the building in a watertight condition from start of construction until complete. If crew or personnel dispatch for holidays or weekends contractor is required to maintain a minimum of two personnel 15-mile radius to respond, should it rain and to daily inspect of staging area, inspection of roof loaded material and to inspect all water tie offs a minimum of twice daily on non -workdays. Contractor to provide on his proposal the maximum number of crew days expected. (excludes rain / wind days) 20. Site Safety: Contractor will adhere to all safety requirements while performing work on the site. This will include but not limited to the following: w) Compliance with all OSHA requirements -See attached OSHA Bulletin - Roofing x) Compliance with all County requirements y) Staging Area: Contractor will maintain a clean and orderly staging area throughout execution. Staging area will include a porta john and be clearly Vol. pg. �J DURDoLAST THE WORLD'S BEST ROOEo marked with cones and caution tape. The area is to be clearly marked to avoid any accidental entry by the public. Contractor will maintain all crew trucks, lifting equipment, ext. in this area. z) Lifting Equipment: Lifting Equipment will always be stored in staging if not being used. Contractor will protect all parking lot surfaces with plywood to prevent any dripping of hydraulic oil or other. Contractor will chain the wheel to the axle when not in use. Contractor will provide a copy of the key or passcode to equipment. Contractor will avoid creating ruts or damage to the surrounding areas, buildings and/or land scape. Any signs of leaking or significant issues with Hydraulic equipment contractor will immediately switch out equipment and do so without interruption to the work. Contractor to flag all below grade sprinklers and other before traversing over sidewalks and/ or landscape. aa) Fire Extinguisher: Contractor will always maintain a fire Extinguisher in the staging area and at the roof where any gas filled generators are in use. bb) Fall Protection: Contractor will install all required warning lines and fall protection as required throughout the execution of the work to protect the public and county personnel while on site performing repairs. cc) Building Access: Contractor will provide their own access to and from the roof. Contractor crew is to refrain from entry, interior roof hatch or exit of the building. Only the Project Manager and Crew Superintendent shall access or traffic the building but only with an approved County escort. Contractor to provide proper notice and schedule thru facility contact. dd) Contractor will install safety cones along sidewalk leading up to all primary entrances and exits that are to remain open during repairs / construction. ee) Contractor will comply with all required work hours and special designated days by the county. Contractor should include and anticipate any costs associated with overtime attd night or weekend work to complete this project. No change orders for overtime, weekend or night work will be permitted. ff) Contractor and crew will comply with all Covid-19 rules and procedures while on site performing work. gg) Contractor and crew will refrain from any smoking on site. Contractor, Crew and Contractor vehicles will refrain from any drug or illegal substances on person or use while performing work. No alcohol or other on site whether containers are empty or full. This includes person and/or vehicles. 21. Crew Safety Vests: All Contractor personnel on site will wear safety vest to allow ease of identification for building personnel and public. Contractor Crew Superintendent and Project Manager will wear a different colored safety vest for ease of identification of Owner Personnel and the Public. Vol. Pg. gL THE WORLD'S BEST ROOF-5) 22. Permit Fee(s): Contractor will include any Permit costs and will include any administration cost for submitting and/for filing for a permit. Should a permit be required the contractor will include all costs for submitting for permit and any cost to collect the permit and post the permit at the appropriate locations. 23. Safety Spotter: Contractor will provide spotter personnel at the front and rear of any lifting equipment when equipment is be moved outside of staging area to assure that no public property or personnel can be damaged or hurt during operation. Contractor will also utilize a spotter any time the crew may be working within 10'- 15' of the perimeter of the roof, Should the contractor be required to expose the roof to below to occupant or public. (i.e., Skylights) Contractor will coordinate with County with County contact for coordination of the Area being exposed. Any such type of area should also be marked with cones to prevent the public from accidently walking into this area. 24. Access: Contractor will provide their own exterior access to the building. All access points are to be removed when contractor is not on site or construction activity is - not in process. Anyone accessing thru the building must comply with all COVID- 19 and CDC Guidelines. Contractor personnel will perform temperature checks each day and document each crew member result. 25. Electrical Potiver: Contractor will supply all the contractor required power for operation of equipment. Contractor is not allowed at anytime to use Owner's water, electrical receptacle or other in execution of this scope of work. Operation of generators will be kept away from any air intake or other type that would draw exhaust into the building. Contractor will keep all generators in a place to minimize noise to the occupants. 26. Reconnect/ Disconnect: Contractor is not authorized or allowed to disconnect any Mechanical units on the building. I£ for any reason the contractor feels it is necessary to disconnect a mechanical unit this must be approved in advance and scheduled with the Owner. It is expected that there could be some units which require disconnect / reconnect. All mechanical penetrations are to be flashed with ATR hub or Curbed type flashing. No pitch pans. Contractor to provide a separate Unit cost for any required disconnect/reconnect on the contractor Proposal Form 27. Background Information: Contractor will supply all required background information required to comply with Brazos County requirements and the Brazos County Sheriffs office. 28. Sub -Contractors. Contractor will provide company / individual names for all non - employee sub -contractors that contractor plans to utilize in performing this work. Failure to provide each on contractor's proposal form could be cause for termination. All sub -contractors will be required to provide conditional lien releases prior to any submission of payment. 29. Insurance: Contractor will submit proof of insurance (Certificate of Insurance) showing coverage that meets or exceeds all county requirements. All Insurance will be kept in good standing throughout execution of work. Any deviation could be reason for the County to terminate the contract. PIEND THE WORLD'S BEST ROOF@ 30. Exterior ladder / Stairs: Contractor will include in their proposal and provide their own exterior access to the building. All exterior ladder access is to be properly secured when in use and removed during any times the crew is not on scene. 31. Warranty Signage: Contractor will post a fixed steel embossed sign at the Hatch access or wall or in location of the County choosing to notify anyone who access the roof the Date Installed, Manufacture, Contractor name and phone number, Manufacture warranty period (start and expiration), Warranty number and the assembly that was installed. 32. Occupant Notification: Contractor to post 8 Vz x I I" Notification at access / all entry doors and exits notifying public and occupant of work currently active on at this site. 33. Treated Wood: Any and all wood installation or replacement shall be "Treated" to prevent moisture and decay and be compatible will roof membrane and accessories. CLOSEOUT DOCUMENTS & PAYMENT PROCESSING Contractor will submit a single and final invoice upon completion of the repairs for Brazos County Roof Repairs- Brazos County Sheriff Office to include the following: 1. Contractor Warranty: Contractor will provide the Contractor 5-year workmanship warranty for all work performed. 2. Final Inspection 4T Partnership will schedule an inspection with the Contractor and the Owner/County to perform a walk through and inspection of the completed Roof assembly and all areas included in the contractor's scope of work. 4T Partnership will forward minutes and documentation of any items in need of correction or repair. Any punch items will be corrected during inspection or can be performed, and contractor can submit photos showing corrective action. 3. Contractor Invoice -- Contractor will submit a Final invoice with confirmation of completion of all punch list items and reference RFP II and building name with address. 4. Manufacture "No Dollar Limit Guaranty_ Contractor will submit a copy and provide the Owner with an original of the required 20-year NDL Guaranty, The Guaranty should reference the Correct Owner / Member Name, Building Address and include execution by the Manufacture appropriate representative. 5. "Conditional' Lien Release- Contractor will submit a "Conditional Lien: Release with closeout documents including separate releases for any listed sub -contractors. d. Performance & Payment Bond- Contractor will submit a copy of the Payment & Performance bond. 7. Punch List Items Documentation- Contractor will provide any necessary punch list / corrective action list and documentation showing each correction if required after the final inspection. 8. Please Brazos County Purchasing requirements for any additional closeout documents. DELIVERY, STORAGE, AND HANDLING Vol. �S Pa. ._ _____ p 5 11M. T THE W0RLD'S RUST ROOFe - Store all materials in compliance with Manufacture requirements to avoid water damage and store rolled goods on end. Comply with manufacturer's recommendations for job -site storage and protection. If necessary, cover with loose tarp or plastic and allow to breathe. - Contractor will adhere to all requirements regarding stagging location, site management and occupant safety to assure that both Contractor(s) crew and public / County personnel and the public are protected at all times. - Contractor will supply a duplicate key or Code to operate all equipment being stored on site to facilitate (if necessary) moving this equipment if required by first responders. - Contractor / Crew will prevent any blowing debris throughout the execution of the work. All material will be properly secured. Any material roof loaded must be tied or secured when not performing repairs on site. All debris will be bagged and placed in a receptacle or dump trailer. - Contractor will at no time while positioned on the roof load material or equipment from ridge to eave over entrance and exits of the buildings. Contractor will not overload or otherwise damage the integrity of the building. Any damage to the building will be the responsibility of the contractor. JOB CONDITIONS The Contractor preparing a proposal in response to this RFP acknowledges that all work is to be performed while current activities within these buildings continue or proceed. Contractor will take and include all associated costs for signage, caution tape and safety cones to assure the tenant and public are protected from harm. This is a first responder building Contractor must coordinate roof loading and removal with site personnel. At no time can contractor block or restrict emergency vehicle from moving freely. Proceed with installation work only after substrate is prepared, clean, smooth, and dry. Proceed with installation work only when weather conditions allow: Follow primary manufacturer's recommendations during application throughout. Contractor agrees to schedule work on individual building / Roof area only after verification that the County does not have any pre -schedule events and/or conflicts without penalty or cost to the County. All stage moves (to alternate deck areas are to be communicated and coordinated with the County) - Scheduling Updates/County communication: Contractor Project Manager will advise the Member each day on the prior days weather forecast. Each day that the forecast includes a greater than 30% (for that window of time) chance of rain and/or Winds forecast to be in excess of 15-20 mph the contractor will have the option to schedule a "no -work" weather delay day. Contractor shall keep a daily record of all work and rain days throughout until completion. Contractor is at all times required to maintain a watertight condition on all buildings being repair / under construction. Contractor and his Insurance Company will be responsible for any damage to the interior and/or exterior) caused due to negligence on the contractor's part. The contractor agrees to keep all buildings in a watertight condition until such time that the Building / Scope of work has been substantially completed and closeout documents submitted. - COVID-19 / Pandemic: Contractor will adhere to all guidelines, procedures and policies regarding the County's official and published requirements concerning Covid-19 and PPE and include in his/her proposal all necessary costs to comply. 01 d� THE WORLD'S BEST ROOFe PART I GENERAL 1.1 GENERAL SCOPE OF WORK: BRAZOS COUNTY SHERIFF OFFICE/BUILDING A. DEBRIS -Contractor to clean roof surface of any debris or loose objects. Contractor to dispose of all materials in accordance with Local, State, and Federal regulations. B. PREPARATION: Contractor to out, dry, and re -set cap in mastic at any and all blisters in the existing cap sheet / BUR. roof assembly. C. WET or DAMAGED AREAS: Contractor to provide a cost per s.f. to replace any wet areas of the roof prior to install of the new assembly. D. ROOF OVERLAY: New assembly to be installed over the existing BUR and Granular - Surfaced Cap Sheet. E. NEW MEMBRANE: 80 mil FIeeceback PVC thermoplastic membrane with fleece adhered with fleece membrane adhesive, splatter applied. F. COVER. BOARD: The approved'/4" gypsum roof board. G. Curb and Interior Wall FLASHINGS: All flashings to receive new PVC membrane. Mechanically attach an approved'/4" gypsum roof board to the existing wall. Wall and Curbed flashing membrane to be Bareback membrane, thickness to match field membrane, and to be fully adhered using Solvent -Grip Spray or Solvent Based SBIV adhesive. All wall and curb flashing terminations to be with termination bar and to receive new metal counter flashing. At wood siding or cladding, the termination bar will be covered with a "Z" metal counter flashing in conjunction with the existing wood siding or cladding. At all masonry walls, the termination bar will be covered using a two- piece (Reglet cut) saw cut counter flashing (exposed) terminations. The top piece of the existing two-piece Reglet cut counter flashing may be left in place and reused as an attachment point for the new bottom piece of the two-piece Reglet cut flashing. M PERIMETER PARAPET WALLS: All perimeter parapet wails to be membrane encapsulated, as described in 1.1, G, and terminated using ES 1-90 two-piece termination (All -Term or equal). At all dissimilar transitions between new PVC membrane and new standing seam metal contractor to properly counter flashed. I. PRIMARY MANUFACTURE: All products are to be from the primary Manufacture issuing the Manufactures 20-year "NDL" Warranty. This includes all Fasteners, adhesives, and other accessories required for a complete roofing installation. J. WALK PADS: All access points to the roof as well as all service side of mechanical units to receive walk pads (White with yellow striping) Traffic Protection. K. ROOF MOUNTED CONDUIT: All exposed conduit on the roof to be painted in accordance with Fire requirements. (Blue, Yellow or Red). All Conduit to receive new supports compatible with PVC Membrane. Supports to be placed 8' o.c. and include locking attachment at each. L. GUTTER AND DOWNSPOUT: Contractor to include in his proposal to replace 7011 of Gutter and downspout at this site. M. DRAINS (Primary & Overflow): Contractor to include in this proposal the replacement of 25 cast iron (Blue) Drain strainers. All drains to be Sumped a minimum of 36" x 36". Target patch the minimum 36" x 36" sump area with bareback membrane, Duro-Tuff, thickness to match field membrane. All drains to be waterproofed using detail #AS2011 N. METAL SHED / STORAGE OUT BUILDING: Contractor to include in this proposal the cost to replace the horizontally configured metal roof at Storage Building #1, with a Vol. 399 pg. t;:'&W � THE WORLD'S BEST ROOFo vertically configured R Panel roof system, This to be scheduled once the County has relocated contents but during the execution of the Sheriff office roof. Contractor to include any necessary structural modifications necessary to attach the new roof system. 1.2 SCOPE OF WORK EXECUTION: BRAZOS COUNTY SHERIFF OFFICE / BUILDING A. Brazos County RFP: Contractor to provide an RFP proposal and response as detailed by the Brazos County Purchasing Department to the Brazos County to include and provide all specified materials, labor and all warranties and guaranties to repair/replace the roof at the Brazos County Sheriff Office / Building. B. Pre -Construction Meeting: Prior to the execution contractor will attend a Pre - Construction meeting (Contractor Project Manager, Superintendent, Manufacture Representative, Owner and Consultant) to review execution, scheduling, and general guidelines for the project. Contractor will submit submittals (PDF, Application Guidelines, Field Drawings, Warranties, Guaranties) prior to the Pre -Construction meeting for all required products and MSDS sheets. Contractor to provide a Project Contact Sheet with names, cell phones and email for all personnel to be involved with scope of work. (Project Manager, Site Project Manager, Crew Superintendent and Office Contact) Contractor should submit a soft copy of these documents no later than 10 days prior to this meeting. C. Execution — Recover the existing/exposed Built-up with cap sheet surfacing with an approved '/4" Gypsum Roof Board, mechanically attached, over the lose laid cricket materials. Mechanical attachment will be through the Gravel BUR roof system and into the structural metal deck substrate. Adhered 80 mil PVC Fleeceback using CR20 adhesive (Splatter Pattern). At all vertical surfaces, the contractor shall mechanically attach an approved %" cover board and adhere bareback membrane, thickness to match field membrane, in Solvent Grip Spray or Solvent Based SBIV adhesive. All flashings are to be counter flashed with new metal counter flashing. Contractor will perform work in accordance with all manufacture guidelines and will maintain a watertight condition while executing the scope of work. The building must remain operationally open and performing its function for the county throughout repairs. During the execution of the scope of work. Contractor will protect the building from moisture entry from start to finish of the scope of work. Contractor will utilize and install night seals at the end of each day to assure and terminate any completed or uncompleted areas daily, Should any of the new assembly become wet remove / damages contractor will replace before proceeding with work. D. Plumbing Stacks: Contractor to remove existing flashings and install extender on plumbing jacks that are less than 8" (Portals plus) and flash with PVC split boot. (Where required) All asphalt components should be kept from contact with PVC. E. Wood Nailers: Contractor to install treated new nailer at any or all required locations. Vol. pg. �� Mum-_ A3ujqc7 Mg OW THE WORLD'S BEST ROOFe F. Fastener Pull-out Test: Contractor to perform fastener pull test to assure pull out and required spacing for any fasteners. Contractor to perform prior to the Pre -Construction meeting. Contractor to provide pull values at the pre -Construction meeting. G. Crieketing: Contractor to add %2 per foot tapered cricket materials at the high side of rectangle penetrations where existing absent or ponding is visible. Cricket at high side of curbs. H. Equipment supports: Contractor will provide new equipment supports all existing. Contractor will install new wood 4" x 4" treated wood under the membrane and not on top. All wood supports are to be encapsulated under the membrane. I. New Gutters & Downspout: Contractor to remove existing and install new gutters and downspouts as part of this scope of work. Gutters / Downspouts to be properly sized for roof. Contractor will include in his cost all associated cost to tie into below grade drainage where it currently exists. Gutters are to be pre -enameled baked metal. Contractor to terminate membrane in gutter with term bar (1-314" Fascia .Bar) and Metal cover. Color to be chosen by County. (Approximately 80 l.f.) J. Canopy Flashing: Contractor to submit colors for flashings at canopy in an effort to blend into exterior finish where applicable. K. Conduit and Supports: Properly support all conduit with new PVC compatible supports with locking mechanism. All exposed conduit to be painted (two coats) in accordance with Fire requirements) (Yellow, Red or Blue) L. Walk Pads: Contractor is to include in this scope of work to include the installation of Manufacture walk pads at all service sides of Mechanical Units and Roof hatch / Roof access location. If known are obvious contractor to install one walk pad at Owners designated location. M. Existing Satellite Dish and Structure: Contractor shall provide walk / service pads under the structure holding the satellite dish. Moving and reinstalling the satellite dish shall be coordinated with the County's personnel to ensure the satellite in positioned properly. N. Penetrations Flashings: Contractor to provide and install split boots and flashings at all non -curbed -penetrations to assure each fit snug and tight around the shaft of the penetration. Termination to include Panduit band top seal and back seal. Vol. v�� Pg. mzl DUROpo-LAST AM= THE WORLD'S BEST ROOF& O. Cylindrical Metal Vents / Flue vents: Contractor to replace all tops and rain collars with new. Seal and mechanically affix each. All flue vent tops are to be replaced. Paint color to be at County choice or selection. P. Plumbing Stack / Flue Vents: Contractor to verify all existing flue vents and Plumbing stacks not currently attached below roof deck / substrate. Contractor to notify the county immediately if a penetration is not attached. Q. Treated Wood: Replace all wood components that are required with Treated wood resistant of rot and decay. All must be compatible with Roof assembly and accessories. R. Debris control (Site & Staging Area): At all times contractor to keep roof and staging area clean and free of loose or unsecured material. All roof load material and equipment to be secured when not in use and equipment shall not rest or be stored on finished membrane. All equipment to be staged on roof with plastic and protection board underneath. All trash to be bagged at all times. 1.2 REFERENCES A. NRCA - The NRCA Roofing and Waterproofing Manual. B. ASCE 7 - Minimum Design Loads for Buildings and -Other Structures. C. UL - Roofing Materials and Systems Directory, Roofing Systems (TGFU.R10128). D. ASTM C 1289 - Standard Specification for Faced Rigid Cellular Polyisoeyanurate Thermal Insulation Board. E. ASTM D 751 - Standard Test Methods for Coated Fabrics. F. ASTM D 4434 - Standard Specification for Poly (Vinyl Chloride) Sheet Roofing. G. ASTM E 108 - Standard Test Methods ,for Fire Tests bf Roof Coverings. H. ASTM E 119 - Standard Test Methods for Fire Tests of Building Construction and Materials. 1.3 SYSTEM DESCRIPTION A. General: Provide installed roofing membrane and base flashings that remain watertight; do not permit the passage of water; and resist specified uplift pressures, thermally induced movement, and exposure to weather without failure. B. Contractor to clean existing membrane surface of all loose debris and install % " gypsum roof board (mechanically attach) and fully adhere 80 mill Fleeeback and all associated flashings, sheet metal and terminations as specified. C. Material Compatibility: Provide roofing materials that are compatible with one another under conditions of service and application required, as demonstrated by roofing membrane manufacturer based on testing and field experience. D. Sustainability: a. Conform to NSF/ANSI Standard 347, "Sustainability Assessment for Single -Ply Roofing Membranes. Minimum certification level: Gold. b. Type III product -specific Environmental Product Declaration. c. Membrane is recyclable at end of use. E. Physical Properties: Vol. 3,9 W Pa. ��� LAST BEN THE WORLD'S BEST ROOFa 1. Roof product must meet the requirements of Type III PVC sheet roofing as defined by ASTM D 4434 and must meet or exceed the following physical properties. 2. Thickness: 80 mil (101 mil including fleece), nominal, in accordance with ASTM D 751. 3. Thickness Over Scrim: >_ 41 mil in accordance with ASTM D 7635. 4. Breaking Strengths: >_ 5451bf. (MD) and >_ 376 lbf. (X1b1D) in accordance with ASTM D 751, Grab Method. 5. Elongation at Break: > 34% (MD) and >_ 33% (XMD) in accordance'with ASTM D 751, Grab Method. 6. Tearing Strength: >_ 70 lbf. (MD) and >_ 211 lbf. (XMD) in accordance with ASTM D 751, Procedure B. 7. Low Temperature Bend (Flexibility): Pass at -40 T in accordance with ASTM D 2136. 8. Linear Dimensional Change: <_ 0.10% (MD) and 0.10% (XMD) in accordance with ASTM D 1204 at 176 f 2 OF for 6 hours. 9. Water Absorption: _< 0.1 % in accordance with ASTM D 570 at 158 °F for 166 hours. 10. Static Puncture Resistance: >_ 331bs. in accordance with ASTM D 5602. 11. Dynamic Puncture Resistance: >_ 14.7 ft-lbf in accordance with ASTM D 5635. F. Cool Roof Rating Council (CRRC): 1. Membrane must be listed on CRRC website. a. Initial Solar Reflectance: >_ 87% b. Initial Thermal Emittance: >_ 89% c. Initial Solar Reflective Index (SRI): >_ 110 d. Finished Membrane: Any residue, debris or other on the finished membrane will be cleaned using simple green, soft broom and hose with water. All membrane surfaces to be clean and from of traffic or debris prior to closeout. Contractor will be responsible for cleaning at his own cost should imperfections or debris is identified. 1.4 SUBMITTALS A. Submit under provisions of Section 01300. B. Data sheets on each product to be used, including: 1. 'Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods. 4. Maintenance requirements. C. Sustainability Documentation: a. NSF/ANSI Standard 347 Certificate. b. Type III product -specific Environmental Product Declaration. Vol. ��,. Rq.�_ DU `K��a0 THE WORLD'S REST ROOFS D. Shop Drawings: Indicate insulation pattern, overall membrane layout, field seam locations, joint or termination detail conditions, and location of fasteners. E. Verification Samples: For each product specified, two samples, representing actual product, color, and finish. 1. 4 inch by 6-inch sample of roofing membrane, of color specified. 2. 4 inch 'by 6-inch sample of walkway pad. 3. Termination bar, fascia bar with cover, drip edge and gravel stop if to be used. 4. Each fastener type to be used for installing membrane, insulation/recover board, termination bar and edge details. F. Installer Certification: Certification from the roofing system manufacturer that Installer is approved, authorized, or licensed by manufacturer to install roofing system. G. Manufacturer's warranties. 1.5 QUALITY ASSURANCE A. Perform work in accordance -with manufacturer's installation instructions. B. Manufacturer Qualifications: A manufacturer specializing in the production of PVC membranes systems and utilizing a Quality Control Manual during the production of the membrane roofing system that has been approved by and is inspected by Underwriters Laboratories. C. Installer Qualifications: Company specializing in installation of roofing systems similar to those specified in this project and approved by the roofing system manufacturer. D. Source Limitations: Obtain components for membrane roofing system from roofing membrane manufacturer. E. There shall be no deviations from the roof membrane manufacturer's specifications or the approved shop drawings without the prior written approval of the manufacturer. 1.6 REGULATORY REQUIREMENTS A. Conform to applicable code for roof assembly wind uplift and fire hazard requirements. B. Fire Exposure: Provide membrane roofing materials with the following fire -test -response characteristics. Materials shall be identified with appropriate markings of applicable testing and inspecting agency. 1. Exterior Fire -Test Exposure: a. Class A: ASTM E 108, for application and roof slopes indicated. 2. Fire -Resistance Ratings: Comply with ASTM E 119 for fire -resistance -rated roof assemblies of which roofing system is a part. 3. Conform to applicable code for roof assembly fire hazard requirements. C. Conform to IECC (International Energy Conservation Code) and IGCC (International Green Construction Code) cool roof requirements. D. Wind Uplift: 1. Roofing System Design: Provide a roofing system designed to resist 90 LBS uplift pressures calculated according to the current edition of the ASCE-7 Specification Minimum Design Loads for Buildings and Other Structures. Vol. Pa. �237,5__ Ww ,�W�� t�a�AMF THE WORLD'S REST ROOFe 1.7 PRE -INSTALLATION MEETING ~ A. Convene meeting not less than one week before starting work of this section. B. Review methods and procedures related to roof deck construction and roofing system including, but not limited to, the following. 1. Pre -Construction Meeting: Owner, Consultant, Manufacture representative, roofing installer, roofing Site Project Manager, Superintendent and any office personnel and any Contractor sub -contractors. 2.Contractor to provide three copies of all MSDS Sheets. 3.Contractor to submit all submittals no less than one week prior to pre -construction meeting. 4.Contractor to furnish/submit a Iist of all Sub -Contractors and Contacts. 5.Contractorto provide/submit a Project Contact list at the pre -con. 6.Contractor to provide/submit an Occupant notification sheet on letter head with contact numbers to advise public and occupant of upcoming construction and dates for work. 7.Review and finalize construction schedule and verify availability of materials, installer's personnel, equipment, and facilities needed to make progress and avoid delays. S.Verify location of staging area. Document condition prior to staging. 9.Verify the location of Contractor access on to the roof and existing. IO.Discuss and review all safety requirements. I I.Discuss all loading of materials and securement of materials on roof and in staging area throughout project. 12.Examine deck substrate conditions and finishes for compliance with requirements, including flatness and fastening. 13.Review structural loading limitations of roof deck during and after roofing. 14.Review base flashings, special roofing details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that will affect roofing system. 15.Review governing regulations and requirements for insurance and certificates if applicable. 16.Review temporary protection requirements for roofing system during and after installation. 17.Review roof observation and repair procedures after roofing installation. pg Vol. v �'E�� . ��� � ¢'�� DUR0t>L..,A►8T ANN f��11 THE WORLD'S BEST ROOFe 18.Review all execution specific requirements listed in the execution section of the scope of work. 19. Review number of Crew days, Crew attire. 20. Review all County/Site requirements to assure compliance. 21. Contractor to submit Project team names, cell phones, emails, and office contacts. 1.8 DELIVERY, STORAGE AND HANDLING A. Deliver roofing materials to Project site in original containers with seals unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture, and directions for storing and mixing with other components. B. Store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by roofing system manufacturer. Protect stored liquid material from direct sunlight. C. Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture, soiling, and other sources. Store in a dry location. Comply with insulation manufacturer's written instructions for handling, storing, and protecting during installation. Once on site if necessary, cut shrink wrap to allow material to breath and cover with a tarp. C. All material on roof or ground must be secured at all times. Contractor is responsible should any material become airborne or damages the building. D. Store roof materials and place equipment in a manner to avoid permanent deflection of deck. E. Store and dispose of solvent -based materials, and materials used with solvent -based materials, in accordance with requirements of local authorities having jurisdiction. 1.9 WARRANTY A. Contractor's Warranty: The contractor shall warrant the roof application with respect to Workmanship and proper application for a Five (5) years period of time from the effective date of the warranty issued by the manufacturer. Contractor to submit Contractors Warranty as part of the closeout documents. B. Manufacturer's Warranty: Must be no -dollar limit type and provide for completion of repairs, replacement of membrane or total replacement of the roofing system at the then - current material and labor prices throughout the life of the warranty. In addition, the warranty must meet the following criteria: 1. Warranty Period: 20 years from date issued by the manufacturer. 2. No exclusion for ponding water. 3. No exclusion for damage caused by biological growth. 4. No required maintenance or documented Maintenance annually. 5. Issued direct from and serviced by the roof membrane manufacturer. 6. Transferable for the full term of the warranty. PART 2 PRODUCTS 2.1 MANUFACTURER A. All roofing system components to be provided or approved by roof system manufacturer. B. Acceptable Manufacturers: F l. v 88 Pg. 027 ` 00 THE WORLD'S BEST ROOFe 1. �Duro-Last, Inc. 2. GAF 3. Contractor to submit any alternate to the City for approval. Any submittals must meet all performance criteria as listed. C. Contractor shall inspect the building thoroughly and verify all required details and scope to perform the work and supply the specified Scope of Work and Warranties. D. All alternate submissions must meet all listed performance measurables as stated within this specification. E. Contractor will submit a Certification Letter from the Manufacture with his proposal. 2.2 ROOFING SYSTEM COMPONENTS A. Roofing Membrane: PVC thermoplastic membrane with fleece conforming to ASTM D 4434, type III, fabric -reinforced, PVC. Membrane properties as follows: 1. Thickness: c. 80 mil nominals (88 mil including fleece). 2. Exposed Face Color: a. White or Owner Choice of color. b. Minimum NSF 347 Gold certified. B. Cricketing: Cricket at high side of curbs and at ponding locations where existing crickets are absent or insufficient. C. Accessory Materials: Provide accessory materials supplied by or approved for use by roof system manufacturer. l . Sheet Flashing: Manufacturer's standard reinforced PVC sheet flashing with fleecback (80 mill). 2. Factory Prefabricated Flashings: manufactured using Manufacturer's standard reinforced PVC membrane. a. Stack Flashings. All stack flashings to be split boots and fit snug to the shaft of the plumbing jack. If plumbing jack does not extend the full 8: (minimum) contractor to install extended to achieve min. 8". b. Curb Flashings. All curbfflashings to be adhered bareback membrane, adhered to a mechanically attached gypsum roof board. All curb flashings are to be counter flashed with additional skirt flashing if none exits. c. All field membrane to be secured with screws and membrane plates thru the face of the membrane before install flashings and welding to field membrane (All flashings, wall coverings, curbs, drains, scuppers, etc.) d. Inside and Outside Corners. 3. Sealants and Adhesives: Compatible with roofing system and supplied by roof system manufacturer. a. Fleece Membrane Adhesive -Field Membrane CR20 / Flashings — Water -based adhesive. b. Manufacture Caulk. c. Manufacture Strip Mastic. 4. Cover Board- Approved premed l/4 " gypsum roof board. 5. Fasteners and Plates: Factory -coated steel fasteners and metal or plastic plates meeting corrosion -resistance provisions in FMG 4470, designed for fastening membrane and insulation to substrate. Supplied by roof system manufacturer. a. #14 and #15 Heavy Duty Fasteners. b. 3-inch Metal Plates. 6. PV Anchors _ V�1.� ��� Pg. �3g THE WORLD'S REST ROOFS 7.. Termination and Edge Details: Supplied by roof system manufacturer. a. Termination Bar- Any term bar. Any exposed (Vertical wall) or Gutter must have metal cover. 1-314" Fascia Bar with Metal Cover b. All -Term (Two Piece) ES 1-90 Termination. All -Term to be installed at all perimeter walls. Perimeter walls to slope inward. c. Contractor to verify that all parapets have a minimum of 2:12 slope inward. If this does not exist contractor to slope prior to install of Membrane and all -term termination metal. d. Vinyl Coated Metal Drip Edge with Factory Attached Membrane Skirt. 8. Vinyl Coated Metal: 24 gauge, hot -dipped galvanized, grade 90 metal with a minimum of 17 mil of PVC roofing membrane laminated to one side. D. Substrate Board: 1. Approved Gypsum Roof Board moisture resistant over lay board. a. '/a inch thick. b. Mechanical attachment: Fastening requirements shall meet manufacture's requirements to achieve 90 lb system per ASCE-7. E. Walkways: 1. Provide non-skid, maintenance -free walkway pads in areas of heavy foot traffic and around mechanical equipment. a. Walkway Pad to be white with yellow striping. b. Install walk pad at service side of all Mechanical units. c. Install walk pads at all divider wall wails (on either side). d. Provide at all access points and at all locations where traversing from one roof area to an alternate roof area. PART 3•EXECUTION 3.1 -EXAMINATION A. Verify that the surfaces and site conditions are ready to receive work. B. Verify that the deck is supported and secured. C. Verify that the deck is clean and smooth, free of depressions, waves, or projections, and properly sloped to drains, valleys, eaves, scuppers or gutters. D. Verify that the deck surfaces are dry and free of standing water, ice or snow. E. Verify that all roof openings or penetrations through the roof are solidly set. F. If substrate preparation is the responsibility of another contractor, notify Architect of unsatisfactory preparation before proceeding. G. Prior to re-covering an existing roofing system, conduct an inspection of the roof system accompanied by a representative of the membrane manufacturer or an authorized contractor. 1. Determine required fastener type, length, and spacing. 2. Verify by performing roof cores over area to be worked. Contractor to maintain a Dalmhurst moisture meter on site daily for testing. 3. If in doubt notify consultant to perform moisture scan. 4. Identify damaged areas requiring repair before installation of new roofing. 5. Conduct core cuts as required to verify information required. 6. Provide unit cost for replacement of those areas determined to be wet. 3.2 PREPARATION vol. 39pg. �L3 ! S al gw M41, �.- THE WORLD'S REST ROOF® A. Clean surfaces thoroughly prior to installation. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. C. Surfaces shall be clean, smooth, free of fins, sharp edges, loose and foreign material, oil, grease, and bitumen. 3.3 INSTALLATION A. Install insulation in accordance with the roof manufacturer's requirements. B. Separation Board: Approved Gypsum Roof Board moisture resistant overlay board. 1. Use only fasteners, stress plates and fastening patterns accepted for use by the roof manufacturer. Fastening patterns must meet applicable design requirements. a. Install fasteners in accordance with the roof manufacturer's requirements. Fasteners that are improperly installed must be replaced or corrected. b. Mechanical attachment to meet manufacture's requirements to achieve 90 lb system per ASCE-7 c. Attach boards in parallel courses with end joints staggered 50% and adjacent boards butted together with no gaps greater than '/a inch. C. Roof Membrane: 80 mil, PVC thermoplastic membrane with fleece. 1. Field Membrane: Fully adhere membrane using CR20 adhesive. 2. Vertical Flashing membrane: Bareback, adhered with Solvent Grip Spray or Solvent Based SBIV adhesive. 3. Cut membrane to fit neatly around all penetrations and roof projections. 4. Unroll roofing membrane and positioned with a minimum 6 inch overlap along the selvage edge. Roll ends must be butted together and membrane of the same mil thickness, without fleece backing, must be used to form the end lap. Always allow to relax. 5. Apply adhesive in accordance with the roof manufacturer's requirements. 6. Apply adhesive in splatter pattern. 7. Follow guidelines outlined in the adhesive's Product Data Sheet. 8. Read the adhesive's Safety Data Sheet (SDS) prior to using the adhesive. D. Seaming: 1. Weld overlapping sheets together using hot air. Minimum weld width is 1-1/2 inches. 2. Check field welded seams for continuity and integrity and repair all imperfections by the end of each work day. E. Membrane Termination/Securement: All membrane terminations shall be completed in accordance with the membrane manufacturer's requirements. 1. All wall to deck terminations: A. Masonry Walls- All to receive new two-piece saw cut Reglet (Owner to select color) B. Siding / Wood Cladding- All to receive new pre -enameled baked counterflashing with no less than 4" extension behind cladding and vapor barrier. 2. Provide securement at all membrane terminations at the perimeter of each roof level, roof section, curb flashing, skylight, expansion joint, interior wall, penthouse, and other similar condition. 3. Provide securement at any angle change where the slope or combined slopes exceeds two inches in one horizontal foot. Vol. —_ �g � pg. ��0 V� Q4 ���a T IE WORLD'S OEST ROQFa F. Flashings: Complete all flashings and terminations as indicated on the drawings and in accordance with the membrane manufacturer's requirements. All vertical Flashing to be adhered with Solvent Adhesive, over mechanically attached gypsum roof board. 1. All curb/wall flashings to receive new metal counter flashings. 2. Provide securement at all membrane terminations at the perimeter of each roof level, roof section, curb flashing, skylight, expansion joint, interior wall, penthouse, and other similar condition. a. Do not apply flashing over existing thru-wall flashings or weep holes. b. Secure flashing on a vertical surface before the seam between the flashing and the main roof sheet is completed. c. Extend flashing membrane a minimum of 6 inches (152 mm) onto the main. roof sheet beyond the mechanical securement. d. Use care to ensure that the flashing does not bridge locations where there is a change in direction (except where the parapet meets the roof deck). e. At all wall to deck transitions and penetrations assure a minimum of one screw and membrane plate every twelve inches on center. 3. Penetrations: a. Flash all pipes, supports, soil stacks, cold vents, and other penetrations passing through the roofing membrane as indicated on the Drawings and in accordance with the membrane manufacturer's requirements. b. Utilize custom prefabricated flashings supplied by the membrane manufacturer. c. Existing Flashings: Remove when necessary, to allow new flashing to terminate directly to the penetration. d. At all wall to deck transitions and penetrations assure a minimum of one screw and membrane plate every twelve inches on center. G. Roof Drains: L Coordinate installation of roof drains and vents specified in Section 15146 - Plumbing Specialties. 2. Remove existing flashing and asphalt at existing drains in preparation for sealant and membrane. 3. Provide a smooth clean surface on the mating surface between the clamping ring and the drain base. H. Edge Details: 1 Provide edge details as indicated on the Drawings. Install in accordance with the membrane manufacturer's requirements. 2 Join individual sections in accordance with the membrane manufacturer's requirements. 3 Coordinate installation of metal flashing and counter flashing specified in Section 07620. 4 Manufactured Roof Specialties: Coordinate installation of copings, counter flashing systems, gutters, downspouts, and roof expansion assemblies specified in Section 07710. 5 Gutter termination- turn membrane into gutter, terminate with term bar and metal cover. Color to be of owner's selection. I. WATER CUT OFFS / NIGHT SEALS REQUIRED AT CONCLUSION OF EACH CREW DAY: a. Provide water cut-offs on a daily basis at the completion of work and at the onset of inclement weather. Vol. pg. o��'I dPf THE WORLD'S BEST ROOFm b. Provide water cut-offs to ensure that water does not flow beneath the completed sections of the new roofing system. c. Remove water cut-offs prior to the resumption of work. d. Water cut-offs to include full sealed tie in at at all walls, field and flashings no complete. Contractor to seal tie in lap and caulk to assure no water enters into the new assembly. Any areas identified as wet must be removed a minimum of 5' feet past the remaining dry location and reinstall new. e. The integrity of the water cut-off is the sole responsibility of the roofing contractor. f. Any membrane contaminated by the cut-off material shall be cleaned or removed. J. Walkways: 1. No walk pads may be installed over field or flashing laps. 2. Install walkways in accordance with the membrane manufacturer's requirements. 3. Provide walkways at all access points, deck area changes and at service side of all units. 4. Install walkway pads at roof hatches, access doors, rooftop ladders and all other traffic concentration points regardless of traffic frequency. Provided in areas receiving regular traffic to service rooftop units or where a passageway over the surface is required. 5. Do not install walkways over flashings or field seams until manufacturer's warranty inspection has been completed. K. Water cut-offs: 1. Provide water cut-offs on a daily basis at the completion of work and at the onset of inclement weather. 2. Provide water cut-offs to ensure that water does not flow beneath the completed sections of the new roofing system. 3. Remove water cut-offs prior to the resumption of work. 4. The integrity of the water cut-off is the sole responsibility of the roofing contractor. 5. Any membrane contaminated by the cut-off material shall be cleaned or removed. 3.4 FIELD QUALITY CONTROL A. The membrane manufacturer's representative shall provide a comprehensive final inspection after completion of the roof system. All application errors shall be addressed, and final punch list completed. B. Upon receipt or confirmation of Manufacture successful completion and issuing of the NDL Warranty Contractor will schedule with the County and consultant to perform a final inspection. Any defects noted in final inspection will be repaired by the contractor. If the county so desires the Consultant can perform a follow-up final. Any cost for a required third inspection would be at the cost of the Contractor. 3.5 PROTECTION A. Protect installed roofing products from construction operations until completion of project. B. Contractor will be responsible for cleaning any membrane that is marked or damaged by foreign material spillage or otherwise. Contractor may at his own cost be required to wash the service of the membrane should this be identified or marked during the final inspection. Vol. Pg. �� �. DURDPL AST d����d THE WORLD'; BEST ROOFo C. Where traffic is anticipated over completed roofing membrane, protect from damage using durable materials that are compatible with membrane. D. Repair or replace damaged products after work is completed. SECTION 07 4113 METAL ROOF PANELS- BRAZOS COUNTY SHERIFF'S BUILDING Contractor notes: All work below is to include the Steep -Slope Metal Roof panels. All requirements, contractor executions, safety, loading, site operations, Invoice procedures and general execution detailed in the Low -Slope specification and scope of work section(s) are to be considered part of / Included this specification and scope of work. PART 1-- GENERAL: GENERAL SCOPE OF WORK: The Brazos County Sheriffs Office will be replacing the existing roof assemblies with a new Standing Seam Trapezoidal panel. The contractor will maintain a roped off section in compliance with OSHA, city, county, and State requirements to always maintain safety. Project Management / Site Crew and Superintendent: All crew members are to wear safety vests at all times while on site. Contractor must maintain a fulitime project manager on site at all times work is being performed. Both PM and Crew superintendent are to wear a different color vest for ease of identification by the Member and Member site personnel. All demo and debris: Contractor will dispose of all materials that are designated for removal, into dumpsters and the area shall be policed during the day and at end of the day. Any disruption to landscape, shrub, trees, plant life shall be at the expense of the contractor. Contractor will identify and provide notice of any and all salvageable material. Member / TAC shall have the right to quarantine and dispose of salvageable material. Underlayment: Contractor shall include in his/her price installation of a waterproof moisture barrier to be installed prior to installation of the new metal panels. All .40 mil High Temp, Peel N Stick product installed over wood surfaces is to receive a "fog" primer application prior to installation of the membrane. Membrane shall encapsulate or continue up all vertical surfaces. All membrane to be properly installed to assure proper lapping and proper attachment to the substrate. Curbs: Any curbs or penetrations that are currently in place shall be raised to SMACNA min. requirements. Contractor Staging: All staging, work hours, crane activity to be submitted prior to start and to be approved by the Owner prior. Contractor will provide all necessary portable toilets and wash stations required. Reference general requirements and executions section of this specification. Permits: Permitting shall be at the contractor's expense and broken out on the proposal. All permits included within the contractor's proposal. The permit shall be appropriately displayed at all times as designated by the owner/owner representative. Water / Electrical power: Contractor to include supply of all electrical requirements required to perform the work. At no time can the contractor use electrical receptacles and/or hose bibs located at the building. Safety: Contractor will include in their proposal compliance with all OSHA safety guidelines in performance of this work. S.1 SECTION INCLUDES d Vol. Pg. o� PLAST THE WORLD'S BEST ROOF® A. Trapezoidal rib, seamed joint, standing seam metal roof panels, with related metal trim and accessories. B. The system shall be inclusive of the Standing Seam Roof, the Single Ply Roof, associated trims,and flashings and in compliance with ES-1 and warranted by a single source manufacturer of the system. 1.2 RELATED REQUIREMENTS A. Division 05 Section "Structural Steel Framing" for structural steel framing supporting metalpanels. B. Division 07 Section "Roof Insulation" for thermal insulation installedunder metal panels. 1.3 INDUSTRY REFERENCES A. Division 07 Section "Air'Barriers" for air barriers within roof assembly and adjacent to roofassembly. B. Division 07 Section "Metal Wall Panels" for factory -formed metal wall and soffit panels. C. Division 07 Section "Sheet Metal Flashing and Trim" for formed sheet metal copings, flashings,reglets, and roof drainage items in addition to items specified in this Section. D. Division 07 Section "Manufactured Roof Specialties" for manufactured copings, reglets, and roofdrainage items in addition to items specified in this Section. E. Division 07 Section "Joint Sealants" for field -applied Joint Sealants. F. Division 13 Section "Metal Building Systems" for steel framing supporting metal panels. 1.4 REFERENCES A. American Architectural Manufacturer's Association (AAMA): www.aamanet.org: 1. AAMA 621 - Voluntary Specifications for High Performance Organic Coatings on Coil Coated Architectural Hot Dipped Galvanized (HDG) & Zinc - Aluminum Coated Steel Substrates, 2. AAMA 809.2 - Voluntary Specification Non -Drying Sealants. B. American Society of Civil Engineers (ASCE): www.asce.ore/codes-standards: F __T' VOL OUROPLAST III THE WORLD'S BEST ROOFa 1. ASCE 7 -10 Minimum Design Loads for Buildings and Other Structures. C. ASTM International (ASTM): www.astin.org: 1. ASTM A 792/A 792M - Standard Specification for Steel Sheet, 55 % Aluminum-ZineAlloy-Coated by the Hot -Dip Process. 2. ASTM A 980 - Standard Specification for Steel, Sheet, Carbon, Ultra High Strength ColdRolled. 3. ASTM C 645 - Specification for Nonstructural Steel Framing Members. 4. ASTM C 920 - Specification for Elastomeric Joint Sealants. 5. ASTM D 1003 - Standard Test Method for Haze and Luminous Transmittance ofTransparent Plastics. 6. ASTM D 2244 - Test Method for Calculation of Color Differences from Instrumental lyMeasured Color Coordinates. 7. ASTM D 4214 - Test Methods for Evaluating Degree of Chalking of Exterior Paint Films. 8. ASTM E 1514 - Standard Specification for Structural Standing Seam Steel Roof PanelSystems. 9. ASTM E 1592 - Standard Test Method for Structural Performance of Sheet Metal Roofand Siding Systems by Uniform Static Air Pressure Difference. 10. ASTM E 1646 - Standard Test Method for Water Penetration of Exterior Metal Roof PanelSystems by Uniform Static Air Pressure Difference. 11. ASTM E 1680 - Standard Test Method for Rate of Air Leakage Through Exterior MetalRoof Panel Systems. 12. ASTM E 1980 - Practice for Calculating Solar Reflectance Index of Horizontal and Low -Sloped Opaque Surfaces. 13. CRRC-1-2008 - CRRC Product Rating Program. D. International Accreditation Service (IAS): 1. IAS AC 472 - Accreditation Criteria for Inspection Programs for Manufacturers of MetalBuilding Systems, Part B. E. Underwriters Laboratories, Inc. (UL): www.ul.com: 1. UL 580 - Tests for Uplift Resistance of Roof Assemblies F. US Environmental Protection Agency: www.energystar.gov/index.cfm: 1. ENERGY STAR® Reflective Roof Products. 1.S ADMINISTRATIVE REQUIREMENTS A. Preinstallation Meeting: Prior to erection of framing, conduct preinstallation meeting at site attended by owner, architect, manufacturer's technical representative, inspection agency and related trade contractors. 1. Contractor to submit all product samples and submittals no less then 10 days Vol.Pg. �� t�tJRD�>LAS� THE WORLD'S REST ROOFe prior to start. No work begins until submittals have been reviewed and approved by Owner/Owners Consultant, 2. Coordinate building framing in relation to metal panel system. 3. Coordinate openings and penetrations of metal panel system. 4. Coordinate work of Division 07 Sections "Roof Specialties" and "Roof Accessories" and openings and penetrations and manufacturer's accessories with installation of metalpanels. 1.6 QUALITY ASSURANCE A. Manufacturer/Source: Provide metal roof panel assembly and accessories from a single manufacturer providing fixed -base roll forming, and accredited under IAS AC 472 Part B. B. Owners' consultant will schedule and coordinate weekly or bi-weekly inspections. All defects are to be corrected by the following inspection. The county will inspect daily. C. Manufacturer Qualifications: Approved manufacturer listed in this Section with minimum five years' experience in manufacture of similar products in successful use in similar applications. I. Approval of Comparable Products: Submit the following in accordance with projectsubstitution requirements, within time allowed for substitution review: a. Product data, including certified independent test data indicating compliance withrequirements. b. Samples of each component. C. Sample submittal from similar project. d. Project references: Minimum of five installations not less than five years old, withowner and architect contact information. e. Sample warranty. f. IAS AC 472 certificate. 2. Substitutions following award of contract are not allowed except as stipulated in DivisionOI General Requirements. D. Approved manufacturers must meet separate requirements of Submittals Article. Installer Qualifications: Experienced installer certified by metal panel manufacturer with minimum of five years' experience with successfully completed projects of a similar nature and scope. 1. Installer's Field Supervisor: Experienced mechanic certified by metal panelmanufacturer supervising work on site whenever work is underway. E. Buy American Compliance: Materials provided under work of this Section shall comply withthe following requirements: 1. Buy American Act of 1933 BAA-41 U.S.0 §§ I Oa —10d. 2. Buy American provisions of Section 1605 of the American Recovery and ReinvestmentAct of 2009 (ARRA). Vol. ��� � F ri. a�� THE WORLD'S BEST ROOFo 1.7 ACTION SUBMITTALS A. Product Data: Manufacturer's data sheets for specified products. B. Shop Drawings: Show layouts of metal panels. Include details of each condition of installation, panel profiles, and attachment to building. Provide details at a minimum scale I V? per foot of edge conditions, joints, fastener and sealant placement, flashings, openings, penetrations, roof accessories, lightning arresting equipment, and special details. Make distinctions betweenfactory and field assembled work. 1. Indicate points of supporting structure that must coordinate with metal panel systeminstallation. 2. Include data indicating compliance with performance requirements. 3. Include structural data indicating compliance with requirements of authorities having jfKbmthis project. C. Samples for Initial Selection: For each exposed product specified including sealants. Provide representative color charts of manufacturer's full range of colors. D. Samples for Verification: Provide 12" (305 mm-) long section of each metal panel profile. Provide color chip verifying color selection. 1.8 INFORMATIONAL SUBMITTALS A. Product Test Reports: Indicating compliance of products with requirements, witnessed by aprofessional engineer. B. Qualification Information: For installer's firm and field supervisor. C. IAS Accreditation Certificate: Indicating that manufacturer is accredited under provisions within IAS AC 472 certification. D. Buy American Certification: Manufacturers' letters of compliance acceptable to authorities having jurisdiction, indicating that products comply with requirements. E. Manufacturer's Warranty: Sample copy of manufacturer's standard warranty. 1.9 CLOSEOUT SUBMITTALS A. Maintenance data. B. Manufacturer's Warranty: Executed copy of manufacturer's standard warranty. 1.10 DELIVERY, STORAGE, AND HANDLING A. Protect products of metal panel system during shipping, handling, and storage to prevent staining, denting, deterioration of components or other damage. Protect Vol. Pg. d -���®4 or.�Ro��.,.�►�� ors® ,IFE01 THE WORLD'S BEST ROOF® panels and trimbundles during shipping. 1. Deliver, unload, store, and erect metal panel system and accessory items without misshaping panels or exposing panels to surface damage from weather or construction operations. 2. Store in accordance with manufacturer's written instructions. Provide wood collars for stacking and handling in the field. 1.11 COORDINATION A. Coordinate sizes, profiles, and locations of roof curbs and other roof -mounted equipment and roof penetrations, based upon sizes of actual selected equipment. 1.12 WARRANTY A. Special Manufacturer's Warranty: On manufacturer's standard form, in which manufacturer agrees to repair or replace metal panel assemblies that fail in materials and workmanship withinone year from date of substantial completion. B. Special Weathertightness Warranty: On manufacturer's standard form, in which manufactureragrees to repair or replace metal panel assemblies that fail to remain weathertight, including leaks, without monetary limitation within 20 years, NDL standard III from date of Substantial Completion. C. Special Panel Finish Warranty: On manufacturer's standard form, in which manufactureragrees to repair or replace metal panels that evidence deterioration of factory -applied finish within 20 years from date of Substantial Completion, including: 1. Fluoropolymer Twd-Coat System: a. Color fading more than 5 Hunter units per ASTM D 2244. b. Chalking more than No.8 rating per ASTM D 4214. C. Failure of adhesion, peeling, checking, or cracking. PART2-PRODUCTS A. MANUFACTURER Basis of Design Manufacturer: EXCEPTIONAL Metals' Metal Roof and Wall Systems,Division of Duro-Last®, Inc. Exceptional Metals, Saginaw, (800) 248-0280 Email: info@a,EXCEPTIONALMETALS.com; Web: www.exce2ttionaImetals.com. 1. Provide basis of design product, Exceptional Metals,. Double Lok 24" wide, Trapezoidal panel or comparable product approved by owner/owner representative 10 days prior tobid. 2.2 PERFORMANCE REQUIREMENTS A. General: Provide metal roof panel system meeting performance requirements as V®I. 3� g pg a �� %mod THE WORLDS BEST ROOF® determined by application of specified tests by a qualified testing facility on manufacturer's standard assemblies. B. Recycled Content: For Steel Products: Postconsumer recycled content plus one- half of p3-consumer recycled content not less than 25 percent. C. Radiative Property Performance: 1. Solar Reflectance Index: Minimum 78 for roof slopes of 2:12 or less and 29 for roof slopes greater than 2:12 under medium wind conditions, per ASTM E 1980. 2. ENERGY STAR® Qualified: Listed on USDoE ENERGY STARO Roof Products QualifiedProduct List. 3. Energy Performance: Listed in CRRC Rated Product Directory, with minimum properties as required by applicable energy efficiency or High - Performance Green Building standard. D. System Performance: Comply with ASTM E 1514 and requirements of this Section. E. Structural Performance: Provide metal panel assemblies capable of withstanding the effects ofindicated loads and stresses within limits and under conditions indicated: 1. Wind Loads: Determine loads based on uniform pressure, importance factor, exposurecategory, and basic wind speed indicated on drawings. a. Wind Uplift Testing: Certify capacity of metal panels by actual testing of proposedassembly per ASTM E 1592. 2. Snow Loads: 201bf/sq. ft 3. Wind speed: 120 mph in accordance with ASCE 7-10 4. Deflection Limits: Withstand inward and outward wind -load design pressures in accordance with applicable building code with maximum deflection of 1/180 of the span with no evidence of failure. 5. Seismic Performance: Comply with ASCE 7-10, F. Wind Uplift Resistance: Comply with UL 580 for wind -uplift class UL-90 120 MPH.. G. Air Infiltration, ASTM E 1680: Maximum 0.07 cfm/sq. ft. (0.36 L/s per sq. in) at static -air- pressure difference of 6.24 lbf/sq. ft. (300 Pa). H. Water Penetration Static Pressure, ASTM E 1646: No uncontrolled water penetration at a statiepressure of 12 Ibf/sq. ft. (575 Pa). I. Thermal Movements: Allow for thermal movements from variations in both ambient and internaltemperatures. Accommodate movement of support structure caused by thermal expansion and contraction. Allow for deflection and design for thermal stresses caused by temperaturedifferences from one side of the panel to the other. F ol. 5 Pg. a I E THE WORLD'S BEST ROOFe 2.3 METAL ROOF PANELS A. Mechanically Seamed, Concealed Fastener, Trapezoidal Seam Metal Roof Panels: Structural metal roof panel consisting of formed metal sheet with raised trapezoidal ribs at panel edges, installed by lapping and mechanically interconnecting edges of adjacent panels, and attaching panels to supports using concealed clips and fasteners in a weathertight installation. Basis of Design:. EM Double-LoO, www.ExceptionalMetals.com 2. Aluminum -Zinc Alloy -Coated Steel Sheet: ASTM A 792/A 792M, structural quality, Grade 50, Coating Class AZ50 (Grade 340, Coating Class AZM150), pre -painted by the coil -coating process per ASTM A 755/A 755M. a. Nominal Thickness: 24-gauge coated thickness. b. PaneI Surface: Smooth with minor ribs in pan C. Exterior Finish: Fluoropolymer two- coat system d. Color: As indicated. 4. Panel Width: 24" (610 mm). 5. Panel Seam Height: 3" (76 mm). 6. Joint Type: Double folded. 2.4 METAL ROOF PANEL ACCESSORIES B. General: Provide complete metal roof panel assembly incorporating trim, copings, fasciae, gutters and downspouts, and miscellaneous flashings, in [manufacturer's standard profiles] Provide required fasteners, closure strips, splice plates, support plates, and sealants as indicated in manufacturers written instructions. C. Flashing and Trim: Match material, thickness, and finish of metal panel face sheet. D. Two Piece Floating Clips: ASTM C 645, with ASTM A 653/A 653M, G90 (Z180) hot -dip galvanized zinc coating, configured for concealment in panel joints, and identical to clips utilized in tests demonstrating compliance with performance requirements. E. Panel Fasteners: Self -tapping screws and other acceptable corrosion -resistant fasteners recommended by roof panel manufacturer. Where exposed fasteners cannot be avoided, supply fasteners with EPDM or neoprene gaskets, and heads matching color of metal panels bymeans of factory -applied coating. F. Joint Sealers: Manufacturer's standard or recommended liquid and preformed sealers and tapes, and as follows: 1. Factory -Applied Seam Sealant: Manufacturer's standard hot -melt type. 2. Tape Sealers: Manufacturer's standard non -curing butyl tape, AAMA 809.2 G. Steel Sheet Miscellaneous Framing Components: ASTM C 645, with ASTM A 653/A 653M, G60 (Z180) hot -dip galvanized zinc coating. FV01. � 8S�� Pg.02 � 1110- �4 OURo� #STe ,A�l,��� �����a THE WORLD'S BEST ROOFe H. Light Transmitting Panel: Manufacturer's standard UV -resistant translucent panel, 24" (610 mm) wide, white, with haze value of not less than 90 percent when measured per ASTM D 1003. I. Roof Accessories: Approved by metal roof panel manufacturer. Refer to Section 07 72 00 "Roof Accessories" for requirements for roof accessories. J. Snow Guards: Approved by metal roof panel manufacturer. Refer to Section 07 72 53 "Snow Guards" for requirements for snow guards attached to metal roof panels. 2.5 FABRICATION 2.5.1 General: Provide factory fabricated and finished metal panels and accessories meeting performance requirements, indicated profiles, and structural requirements. 2.5.2 Fabricate metal panel joints configured to accept factory -applied sealant providing weathertight seal and preventing metal -to -metal contact and minimizing noise resulting from thermal movement. 2.5.3 Form panels in continuous lengths for full length of detailed runs, except where otherwise indicated on approved shop drawings. 2.5.4 Sheet Metal Flashing and Trim: Fabricate flashing and trim to comply with manufacturer's written instructions, approved shop drawings, and project drawings. Form from materials matching metal panel substrate and finish. 2.6 FINISHES 2.6.1 Finishes General: Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. A. Fluoropolymer Two -Coat System: 0.2 — 0.3 mil primer with 0.7 - 0.8 mil 70 percent PVDF fluoropolymer color coat, AAMA 621 meeting solar reflectance index requirements. 1. Basis of Design: EXCEPTIONAL Metals, Signature® 300. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine metal panel system substrate and supports with installer present. Inspect for erection tolerances and other conditions that would adversely affect installation of metal panel installation. Inspect metal panel support substrate to determine if support components are installed as indicated on approved shop drawings. Confirm presence of acceptable supports at recommended spacing to match installation requirements of metal panels. Vol. j:9V pg. �S j � 011 &WA4 THE WORLD'S BEST R00F® Y 2. Panel Support Tolerances: Confirm that panel supports are within tolerances acceptable to metal panel system manufacturer but not greater than the following: a. %a" (6 mm) in 20' (6.1 m) in any direction. b. 3/8" (9 mm) over any single roof plane. B. Correct out -of -tolerance work and other deficient conditions prior to proceeding with insulated metal roof panel system installation. 3.2 PREPARATION A. Miscellaneous Supports: Install sub -framing, girts, furring, and other miscellaneous panel support members according to ASTM C 754 and manufacturer's written instructions. B. Flashings: Provide flashings as required to complete metal roof panel system. Install in accordance with Section 07 62 00 "Sheet Metal Flashing and Trim" and approved shop drawings. 3.3 METAL PANEL INSTALLATION A. Mechanically Seamed, Trapezoidal Standing Seam Metal Roof Panels: Install weathertight metal panel system in accordance with manufacturer's written instructions, approved shop drawings,,and project drawings. Install metal roof panels in orientation, sizes, and locations indicated, free ofwaves, warps, buckles, fastening stresses, and distortions. Anchor panels and other components securely in place. Provide for thermal and structural movement. B. Attach panels to supports using clips, screws, fasteners, and sealants recommended by manufacturer and indicated on approved shop drawings. 1. Fasten metal panels to supports with concealed clips at each location indicated on approved shop drawings, with spacing and fasteners recommended by manufacturer. 2. Seamed Joint: Crimp standing seams with manufacturer -approved, motorized seamer tool so clip, metal roof panel, and factory -applied sealant are completely engaged. 3. Provide weatherproof jacks for pipe and conduit penetrating metal panels of types recommended by manufacturer. 4. Dissimilar Materials: Where elements of metal panel system will come into contact with dissimilar materials, treat faces and edges in contact with dissimilar materials as recommended by manufacturer. 3.4 ACCESSORY INSTALLATION A. General: Install metal panel trim, flashing, and accessories using recommended fasteners and joint sealers, with positive anchorage to building, and with weather tight mounting. Provide for thermal expansion. Coordinate installation with Vol. `!1F Fig.�� 0g, ®UROoIw Aw fl �N, MO THE WORLD' RUST ROOFe flashings and other components. 1. install components required for a complete metal panel assembly, including trim, copings,flashings, sealants, closure strips, and similar items. 2. Comply with details of assemblies utilized to establish compliance with performancerequirements and manufacturer's written installation instructions. 3. Provide concealed fasteners except where noted on approved shop drawings. 4. Set units true to line and level as indicated. Install work with laps, joints, and seams thatwill be permanently weather resistant. B. Joint Sealers: Install joint sealers were indicated and where required for weathertightperformance of metal panel assemblies, in accordance with manufacturer's written instructions. Prepare joints and apply sealants per requirements of Division 07 Section "Joint Sealants." 3.5 FIELD QUALITY CONTROL A. Testing Agency: Owner may engage an independent testing and inspecting agency acceptable to consultant to perform field tests and inspections and to prepare test reports. 3.6 Warranties 3.7 Contractor will include in their proposal and provide at completion the Manufactures 20-year weather tightness warranty. 3.8 CLEANING AND PROTECTION A. Remove temporary protective films immediately in accordance with metal roofpanel manufacturer's instructions. Clean finished surfaces as recommended by metal roof panel manufacturer. B. Replace damaged panels and accessories that cannot be repaired to the satisfaction of the Owner and Consultant. Vol. '15`W8 Pg. �S� Brazos County Purctasng Department 20-5011THTEXAS AVE SUITE 3.52, BRYM, I X.677803 PHONRQ79j361-4290 FAX(979)361-4293 jpopry 4;2023 Baylor Scott & White. Medical Center — Temple 2401 .5 3 1 AJ, SOW temple, TX 76569- Be: Reneival of Contract #23-.O$Ufor Lft6 serpicesfor Brazos: Cowy. Brazos -County- appreciates the quaOty Work your pompanylapr - M' Mould like, to exercise tthe. ovi . . ed.-�and renewal option for Lab Services 23-081R, previonsly *nomn as 22-113R an .0-1 0-0,86. . All.terrh9j conditfqns,!and j, ' ` thAl remain theasame. This renewal term win be fqrong year fromPrIC149. -April; I ; 2023 to Marob 3s1, 2024. TO ;ic4d)pt the renewal option, -please. fill. out the information and sign below. Petu-f4 die. signed -docarno byemall V. pfi00h@,-bfaiok6u ntyU.gov. or fax. -to (979)'361-4291fleaselieff submit the original Aped :documents knd'an Opidaied Certificate of lLn�dra, A,►qt by mail io,tbe address listed above: itweplance as. 'soon'as _ pos sible:. _ - Otto ssiblei. If you have any�.qq its; I may be fQaobed.at (979) 56.14291. CdInfidei N,,- - i - - I"i ­ ' Victoria Supemis r anie.,. __. 1a V'Ot j jtk# Title; —Laboratory Outreach f-Mail, Zr hteomavittorl 2- -4,7 a@bswhealtho9Fg Telelihone. 5 W6TT & WHITE MEMORIAL-HOSPITAL-I)BA BA-YL,OR-.$C!Drr.!& NYATEMEDICALCENTER - TIMPLE .Authorized MY 'Duane F.eters,;C.o.unt_y Judge f to -v3 al r7 Jaoa 3 Date - Vol. pg. RFP # 23-081R Lab Services for Brazos County Previously known as 20-086 & 22-113R Vendor Clinical Pathology Laboratories Baylor Scott & INh`ite - Temple County Collected $1,750.00 Lab Collected $1,495.00 2 266..2-4 Total $3,245.00 $4,2a78.98 Points Pricing/Total Lost for Services 40 40. fl.3 Proposed Methodology and Technical Approach 30 17.6 28 Support/Service/ Qualifications 20 7 12.5r References 10 10 10 Total Possible Points 100 74.6 80.84 (Committee Recommend rd to: Baylor Scott & White - Temple App oved mmissi ner% Court n this day of �� . 2023 By: hol mg the position of CO LO.- J ULOGG 1 O Uj DO 17 LAB SERVICES CONTRACT BRAZOS COUNTY PURCHASING DEPT. 200 S. Texas Ave., Ste. 352 Contract No. 20-086 Bryan, Texas 77803 Page 1 of 10 Pages Telephone (979) 361-4292 C 'CNERAL REQUIRE1 HM 'FOR CC?NTRAC'T Scott & White Memorial Hospital d/b/a Baylor Scott & White Medical. Center —Temple ("Contractor") willingly agrees to perform (or deliver) as per Exhibit A, Request for Proposal # 20-086 for Brazos County. Contractor and -Brazos. County further agree to all of the provisions and sp' eeifi:cations contained in this contract and the Agreement for Reference Laboratory Services. TERM: 'I'hc term of this contract will be for two (2) years, with the .option to renew with three (3) additional one (1) year periods. Term will begin April 1, 2020 through March 31, 2021. ASSIGNMENT Contractor may not assign, sell or otherwise transfer this contract without written permission of Brazos County Commissioners Court. Should there be a change in ownership or management; the contract sliall be terminated unless a mutual agreement is reached with the new owner or manager to continue the contract with i.ts present provisions and prices. AWARD Brazos County reserves the right to award this contract on the basis of LOW.EST AND BEST OFFER in accordance with the laws of the State of Texas, to waive any formality or irregularity, to make awards to more than one offeror, to reject any or all bids. The County reserves the right to accept or reject in part or in whole, any IQs submitted, and to waive any technicalities for tale best interest .of the County. BIDDERS RESPONSIBILITY It is the bidder's sole responsibility to print and .review all pages of the -bid docu►tient, atiachments, questions and responses, addenda, and special- notices. The Certification of Bid.Form must be completed to include full :firm narrre, mailing address; telephone number, email. address, Vendor Tay: Identification number and sided by an authorized representative of the firm, Failure ''to provide 'signature on the Certification, of Bid Form renders bid nqn-responsive. Failure to complete the submission of all required forms, including but not limited to the .Reference Page,, House Bill 89 & Debarment Verification form, Questionnaires (when applicable), Addenda (including revised forms), and any other specified forms or documents may be grounds. for rejection of entire bid' By submitting a response to, this solicitation, the bidder agrees to comply with FIB 1295, Government Code 2252.908, Bidder agrees to provide Brazos County the "Certificate of Interested Parties' , Form 1295 as required, pending award, renewal, amended or extended contract. Visit littps://etliits.st4te.tx,us/whatsnew/elf .info foiml295.'htm for :more Vol. :�DIRS-, Pg. a�q Contraet No. 20.086 BRAZOS COUNTY, TEXAS Page 2 of 10 Pages information. In the event of a needed change in the specifications sent. to the bidder, it is -understood that all the foregoing terms shall apply to the addendum or addenda. CONTRACT OBLIGATION Brazos County Commissioners .Court must award the contract and Brazos County Judge, or other person authorized by .Brazos County Commissioners Court must sign the contract before it becomes binding orr Brazos County or the offerors. Department heads are NOT authorized to sign contracts for Brazos County. Binding contracts. shall remain in effect. until all products and/or services covered. by this purchase have been satisfactorily delivered and accepted. QUANTITIES The quantities specified in this contract are estimates only. 13fazos County does not guarantee to purchase any minimum quantities or services other than those listed on a purchase order. CONTRACT RENEWALS Renewals may be made ONLY by written agreement between Brazos County and the offeror. Any 'and all price escalations shall not be accepted and shall be considered anon-respoiise: HOLD HARMLESS AGREEMENT Contractor, the successful offeror, shall indemnify Lind hold Brazos County harmless from all claims for personal injury, death and/or property damage resulting directly or indirectly from Contractor's performance. Contractor shall procure and maintain, with respect to the subject matter -of this bid, appropriate insurance- coverage including, as a minimum, commercial general liability and property damage with adequate limits to cover Contractor's liability as may arise directly or indirectly from work performed under terms of this contract. Certification of such coverage must be provided to Brazos County upon request. INSPECTIONS & TESTING Acceptance of merchandise, work, and/or equipment provided shall be made by Brazos County at the sole discretion of the Commissioners Court when all terms and conditions of the contract and specifications have been met to its satisfaction, including the submission to Brazos County of any and all documentation as may be required. Title and Risk of Loss of the goods shall not. pass. to Brazos County until the County actually accepts and takes possession of the goods at the point or points of delivery. ADD.ITION/M'ODIFICAT.ION OF LOCATIONS OR SERVICES Brazos County reserves fine right to add locations as these additional locations may be required. Locations to be added may include, but not limited to,.expansions.or additions to existing facilities and acquisition or construction of new properties. In the event that Brazos County makes significant structural changes to an existing facility that impacts. the contractor's cost in providing the services anticipated by this contract such change may be treated as a new facility and the procedures. provided for in this section may be followed in determining an appropriate price. In the event Brazos County wishes to add other locations to a group under the contract, a quotation will be solicited from the incumbent contractor in good standing for the group in which the new location• is appropriately situated. BRAZOS COUNTV,.TFXAS Contract•No. 20-086 Page 3.of 1,6 Pages In the event ,Brazos County shal I. sell, vacate, abandon, or. otherwise dispose or terminate. a location to which the contract applies, all existing• contracts for services applicable, to such location; the portion of this contract that applies to such locations is terminated. All remaining portions of the contract will remain intact. Brazos County will endeavor to give the contractor written .notice. of such termination of locations minimum. of thirty (30) days in advance. INVOICES & PAYMENTS Payments to. contractors will not be made if the, contractor. cannot produce a Brazos County Purchase Order, Contractor shall submit an original invoice on each purchase order or purchase release after each delivery, indicating the purcIase order number, Invoices must be itemized. Any invoice, which cannot be verified by the contract price and/or is otherwise incorrect, shall be corrected by the contractor, Brazos County will only be required to pay for materials actually received and/or services actually provided, Brazos County shall not be required to pay for materials -or services described -in the contract that are not used or .provided by cite contractor in completion of the contract. This term supersedes any contradicting terms throughout the contract and/or any attachments. When multiple deliveries and/or services are required, the contractor may invoice following each -delivery or perf(irmance of service and Brazos County will pay oninvoice with in thirty (30) days upon receipt of invoice. Contracts providing for a monthly charge will be billed and paid on a monthly basis only. The contractor will provide an invoice for each month. in which Brazos County is- responsible for payment, duruig the duration of the contract. Prior to any and all payments made for goods and/or services provided under this contract, the contractor should provide their Taxpayer Identifcation Number or Social Security numiber as applicable. This information must be on file with Brazos County Auditor's office, Failure to provide this information may result in a delay in payment aiid/or back-up withholding as required by the Internal Revenue Service, PRICING Prices for all goods and/or''services shall be firm for the duration of this contract and shall be stated on the Pricing/Delivery Information form, Prices shrill be all inclusive: No price changes, additions, or subsequent, qualificNtions will be honored during the course of the contract. All prices must be written in ink or gpewritten. Pricing on all transportation, freight, drayage and other charges are to be prepaid by the contractor and included in the bid prices. If there are any additional charges of -any kind, other tliah those mentioned above, specified or unspecified, Contractor MUST indicate the items required and attendant costs or forfeit the right to payment for such items. Where unit pricing and extended pricing.difi'er, unit pt.7cing prevails. TAXES Brazos County is exempt from all federal excise, state and local taxes unless otherwise stated in this contract. Brazos County claims exemption from all sales and/or use 'taxes. under Texas Tay:. Code § 151.3.09, as amended., Texas• Limited"Sales Tax .Exemption Certificates will be fumished upon written request to Brazos County .Purchasing Agent. GOVERNING FORMS In the event- of any conflict between the terms- and provisions of these. requirements and the specifications, the specitications shall govern. In the event of any conflict of interpretation of any part'of Vol. pg. d25� Contract No: 20T086 BRAZOS COUNTY, TEXAS Page 4 of 10 . Pages. this overall contract; Brazos County's interpretation shall govern. In the event of a conflict between the terms, conditions, provisions, and specifications of this contract and any other terms, conditions, provisions, and specifications provided by tlie: contractor; the terms of this -contract shalt supersede. GOVERNING LAW AND -VENUE This bid solicitation is governed by the laws of the State of Texas, specifically, the competitive bidding requirements of the County Purchasing, Act, Texas Local Govennment Code, §262,021 et seq., as amended. Offerors shall comply with all applicable federal, state and local laws and regulations: Offeror -is fiutlier advised that these requirements shall be_fully-governed by -the. laws of the State of Texas and that Brazos County may request and rely on advice, decisions -and opinions of the. Attorney General of Texas and Brazos County. Attorney concerning and portion of these requirements. Potential vendors are advised they may have disclosure requirement pursuant to Texas Local GovernmQrit Code, Chapter 176. This law requires persons desiring to do business with the County to disclose any gifts that have an aggregate value in excess of $250.00 given to any employee of the County, County Official to the County Official's family members or employment of any employee of the County, County Official or the County Official's. family members during the preceding twelve (12) month period. The disclosure questionnaire must be filed with the Brazos County Clerk. Refer to Texas Local Government Code, Chapter 176 for the details of this law. Bidder understands that Brazos County is a government subject to Texas State and Federal public information statutes. Venue shall lie exclusively -in Brazos -.County, Texas, notwithstanding anything to the contrary. DISQUALWICATI.ON OF OFFEROR Upon signing this contract, an offeror offering to sell supplies, materials, services,'of equipment to Brazos County certifies that the offeror has not'violated.the antitrust laws of this state codified in Texas Business and Commerce Code § 15.6 1, 'et, seq., as -amended, or, the federal antitrust laws, and has not communicated directly or indirectly the. bid made. to any competitor or any other -person engaged in such. line of business. Any or all bids may be rejected if Brazos County believes that collusion exists among the offerors. Bids in which the prices are obviously unbalanced may be. rejected. Requests to withdraw a submitted bid or proposal are subject to the approval of the.Purchasing Agent. SEVERABILITY If any section, subsection, paragraph, sentence, clause, phrase or word of these requirements or the. specifications shall be held invalid, such holding shall not ait;ect the remaining' portions of these requirements and the specifications and it is hereby declared that such remaining portions would have been included in these requirements and the specifications as though the invalid portion had been omitted. SILENCE OF SPECIFICAT.LONS The apparent silence of specifications as to any detail, or the apparent omission from it of a detailed description concerning any point, shall be regarded as meaning that only the best commercial practice is to prevail and that only material and workmanship of the finest•quality are -to be used. All interpretations of specifications shall be made on the basis of this statement. The items furnished under this contract shall .be new, priused of,the latest product in production to commercial trade and shall be of the Highest quality as to materials used and workmanship. Manufacturer furnishing these items shall be experienced in design and construction of such items and shall bean established supplier of the item bid. Vol. pg. r Contract No, 20-086 BRAZOS COUNTY, TEXAS Pagc 5 of.10 Pages TERMINATION Brazos County reserves the right to terminate the contract for default if Contractor breaches any of the terms therein, including warranties of Contractor or.if the Con&actor becomes insolvent. or commits acts of bankruptcy. Such .right of teriAnatioti is in addition to and not, in lieu of any other remedies which Brazos Cowrty may have in law or equity.. Default may be' construed as,, but not limited to, failure to deliver the proper goods and/or services within the proper- amount- of time, and/or to properly. perform 'any and all services required to Brazos County's satisfaction and/or to meet -all other obligations and requirements. Bites-EsuntyEither party may tenninate the contract without cause upon thirty (30) days written notice. POLICY REQUIREMENTS. FOR CERTIFICATE OF INSURANCE, CONTRACTOR'S INSURANCE The contractor(s) before starting work for Brazos County, must furnish Brazos County a Certificate of Insurance or other acceptable evidence from a reputable, insurance company or companies with an A.M. Best Rating of AA (such companies to be acceptable to Brazos County) licensed to write insurance in the •state of Texas, showing that the contractor is covered by the insurance as follows: (1) Statutory Workers Compensation' Insurance with Employers Liability Insurance:in the amount of $ l .000,000. hi the event any work is sublet, the contractor shall, require the subcontractor similarly'to provide the same coverage and shall himself acquire evidence of such coverage on behalf of the subcontractor. Waiver of subrogation is required, (TLC Sec. 4.01.011) In the alternative to traditional workers' compensation in the State of Texas; Contractor may be a rest onsible, nonsubscriber and shall have an established employee injury benefit plan applicable to the employees of Contractor. (2) Commercial General Liability_ Insurance with a $ 1,000,004 Combined Single Limit, The policy shall be on the Comprehensive General Liability 1986/90 occurrence form, and shall include coverage for acts of independent contractors, and shall name Brazos County as an additional insured. Waiver of subtogation is required, No claims made policies will be acceptable without. rip •or apRroval by the Commissioners Court/Risk Management. (3) Automobile Public Liability Insurance with a $1,0.00,000 Combined Single Limit, in ,all self- propelled vehicles used in connection with the contract, whether owned, non -owned or hired. The Certificate of Insurance furnished to Brazos County shall contain a provision that coverage under such policies shall not be canceled or materially changed until at least 30 days,prior written notice has 'been given to Brazos County. Contractor, shall have the right to provide the insurance, of Contractor under this contract on a self -insured or retained basis. LIMITATIONS The, parties are aware that there are constitutional and statutory limitations on the authority of Brazos County to enter into certain terms and conditions of the contract, including, but not limited to., authorizations of the placement of liens on Brazos County property; disclaimers and Iitnitaiions of warranties; disclaimers and limitations of liability for damages; waivers,, disclaimers and limitations of legal rights, remedies, requirements and processes; limitations of peij ods to bring legal action; granting control of litigation or settlement to another party; liability .for acts or omissions of third parties; payment of attorneys' fees; dispute resolution; indemnities; 'and confidentiality (co4ectively, the "Limitations"). Any contract terns and conditions related to the Limitations will not be binding on Brazos County except to the extent authorized by the laws and Constitution of -the State of Texas. Vol. 3 00 P e 9• Contract No. 20-096 BRAZOS COUNTY, TEXAS rage b of 10 Page's COVERAGESMAGES Nothing in this contract shall be construed as making Brazos -County responsible fdf the payment of compensation- and/or any benefits for contractor including health, property, ,motor vehicle, workers' compensation, disability, death, and dismemberment insurance'for the contractor.'s employees and/or cquipment. Nothing in the contract shall be construed as making -Brazos County -responsible for wages, materials, logistical support, equipment, and related travel expenses :incurred by the contractor. SOVEREIGN INIMUNITY The parties understand that.Bfazos County does not waive or relinquish any immunity or defense.on behalf of itself, officers, employees, agents, and volunteers as. a result.of its execution of this-contfact and the performance of the covenants contained herein. Further, Brazos County is not, responsible for - any civil liability that arises from any act or omission made within the course and•scope o£this contract: The pasties tanderstxuid and agree that Brazos County does not assume civil liability_ under. any theory of law for the actions of the contractor in ,providing services hereunder. NOTICES Notices shall be mailed to the addresses designated herein or as may be designated in writing by the parties from time to time and shall be deemed received when sent postage prepaid' U;& Mail to the following addresses: BRAZOS- COUNTY: Brazos C.ourtty, Texas Duane Peters; Brazos.County Judge 200 Soutlx Texas Avenge, Suite 332 Bryan, Texas 77803 Vol. 3�g Pg. �= Contract No. 20-086 BRAZOS COUNTY, TEXAS Page 7 of 10 Pages CONTRACTOR: Sales Contact -Name: Phone Number: Billing info: With a copy to: BSWH Legal Department, 4005 Cruteher Street, Suite 300,'Dallas, TX 75246 FISCAL FUNDING CLAUSE Notwithstanding any provisions contained herein, the obligations of Brazos County are expressly continent upon the availability of funding for the obligations contained herein for the term of the contract and any extensions and renewals thereto. WAIVERS No waiver by either: party hereto of any term or condition of this contract shall. be deemed or construed to be -a waiver of any other term or condition or subsequent waiver of the same term or condition. ENTIRE CONTRACT `Phis contract represents the entire and integrated agreement. between Brazos County and the contractor and supersedes all prior negotiations, representations, or contracts, either written or oral. This .contract may only be amendedby written instrument approved and executed by the parties. AVAILABILITY AND RETENTION OF RECORDS All records relating to the service provided under this contract and supporting documentation for invoices submitted to Brazos County by the contractor shall be retained and ,made available by the contractor for audit by Brazos County, it drily authorized representatives, the State of Texas (including, but not limited to the Auditor of the State of Texas, Inspector General or duly appointed law enforcement officials) and ageneies of the United States Government. Such records shall be. returned by contractor and made available for any time period required by state or federal law. If changes occur in the governing state or federal law, regarding retention records, contractor shall comply with such changes. If an audit 'is initiated before the expiration of such'time periods requiredby state or federal law regarding retention of records, the contractor shall retain such records until the audit is concluded and all- -issues resolved. Contractor shall.provide Brazos County with copies of such audits that be conducted with'respect, to the contract. The. requirements of Subchapter J, Chapter 552; Government Code, may apply to this contract and the contractor or vendor agrees that the- contract can be terminated if the contractor or vendor .knowingly or intentionally fails to comply with a requirement 'of that subchapter. This provision is mandatory and may not be altered or deleted, as required by Sec. 552.372(b) of the Texas Government Code. AUDIT RE, SPONSIBILTY The contractor shall be responsible for receiving, replying to andlor complying with any audit exception by appropriate federal, state or local audit directly related to the provision of this -contract. The. contractor shall repay to Brazos County the full amount received for duplicate billings, erroneous billings, false or deceptive claims. The contractor recognizes " and agrees that Brazos County may withhold any money due and recover through any appropriate method any money erroneously paid under this contract if evidence exists of less than full compliance with this contract. _ Contract No: �0.086 t3[2rtZOS COUNTY, TEXAS Page 8 of 10 Pages INDEMNIFICATION The contractor shall defend, indemnify and save harmless Brazos- County and all its officers, agents, and employees from all suits, actions, or claims of any character, name and description including attoriiey's. fees expenses brought for or on account of any injuries or damages -received or sustained by any person or persons or property, by -or from the said contractor or his employees or by con or in sequence of any negligence -in safeguarding the work, or through the use of unacceptable materials in construction of the work, or by or on account of any act of omission, the Worker Compensation Law:or -any other -law, ordinance, order or decree, and so much of the money due the said contractor under and by virtue -of his contract as shall be considered necessary by Brazos County may be retained for file use of Brazos County, or in case no money is due, -his sureties shall be held until suit or suits, action or actions, claim or claims for injury- or damages as aforesaid small have been -settled and satisfactory evidence to that effect - furnished Brazos -County. Contractor'shall'diefend, indemnify arid. save harrriless Brazos County, its officers, agents and employees in accordance with- this indemnification clause -except to. -the extent the injury or damage is caused 'by Brazos County, -its of€cefs, agents or employees: Vol. 6 Sr F pg. 0.3 Contract No: 20.086 BRAZOS COUNTY, TEXAS Page,9 of 10 Pages 1-I0USE BILL 89 & DE19ARMENT VERIFICATION Brazos County is federally mandated to adhere to the directions provided in. the President's Executive Order (EO) 13224, Executive Order on Terrorist Financing. - Blocking Property and Prohibitirig- Transactions. With Persons Who Commit, Threaten to 'Commit, or Support Terrorism, effective 9/24/2001 and any subsequent changes made to it via cross-referencing respondents/vendors with the Federal General, Services, Administration's ,Excluded Parties List System. (EPLS; https://.www.sati.gor );,, which is inclusive of the United States Treasury's Office .of Foreign Assets Control (OFAC) Specially Designated National (SDN) list. Respondent certifies that the responding entity and its principals are eligible to participate in this transaction and have not been subjected to suspension, debarment, or similar ineligibility determined by any .federal, state or IQcdI. governmental entity and that Respondent is in compliance. with the State of Texas statutes ,and rules relating to procurement and that Respondent is - not listed oir the federal government's terrorism watch 'fist as described in Executive Order 13224. Entities ineligible for federal procurement are fisted at https:/A v%vw.saum.gov. The undersigned affirms the non -debarment stateinent3 above, that they are duly authorized execute this contract. The company representative below further affirms, that the company submitting this proposal, under the provisions of Subtitle .F, Title 10, Government Code Chaliter 2270: 'I.. Does not boycott Israel currently: and 2. Will no boycott Israel during the term of the contract. Pursuant to Section 2270.001, Texas Government Code: I. * "Boycott Israel" means refusing to deal with, terminating business .activities with,.or otherwise taking any action that is intended to penalize, inflict economic harm on, or limit commercial relations specifically With Israel, or ,with a person or entity doing business in Israel or in. an Israeli.-controtled territory, but does not include an action made or ordinary business purposes; and 2. "Company" means a for -profit sole proprietorship, organization, association, corporation; partnership, joint venture, limited partnership, limited liability partnership, or any limited liability company, including a wholly owned subsidiary, majority -owned subsidiary, parent company or a£filiata of those entities or business associations that exist to make -a profit. Compaliy.Name: S't:� �{-' �- (,,,e- ! e klt-en�n rtal ,Authorized Company Representative: kluk i' -,TV+ nid�4 Address: 24u1 S 3(�Sfr� �- Te,4Afa- lx '165t,"b S Contract 4: 10" o 0 ------------------------- Vol. g-�-d Pg. �(� BRAZOS COUNTY, TEXAS Cootmet No. 20-086 Page:10 of 101'ages C.CRTIFICATI ONI .OF .BID Contractor affirms the non -debarment 'statement .above, that the undersigned is duly- authorized to - execute this contract on behalf of Contractor, that this bid has not -been prepared' in collusion with any other vendor, and that the contents of this bid have .not -been communicated c, any other vendor prior to the official opening of this bid. Signed By: �U ��- Title:. &Lrf' ark rrfr " Typed Name:y nyr t + n ct ti4f Company Nam�S a e: s for c,c L l�.t�-t-�("L%io �-1 Q61.4—tLkhone No. V59 `1 zit -1 % 6 CmailAddress: lkyNojt ,TRtu,OQ C'° 8�LJ0EAL"r(q, WZ6 Mailing Address: nt -5 :3 t'r ArztE L!,.441f- :)�K '7&� P. O. Box or Street City State -Zip Cmployer Identification Number: 0 tl Appro ed Commiss ors' Court on. this c� I day of 2020 by olding the. position of :�� V c+ `�-► vol. 5 Pg �(� S AGREEMENT FOR.REFERENCE LABQRR ' ' Y SERVICES This Agreement for Reference Laboratory Services ("Agreement"} is made this :?L_ day of 1l1' dL 202� ("Effective Date") by and between SCOTT & WRITE MEMORIAL HOSPITAL, on behalf of 'Its reference laboratory, Scott & White Reference .Laboratory (collectively referred to as "Scott & W111te"), located at-2401 South 31" Street, Temple, Texas 76508, and ("Facility") located at Facillty and Scott & White may be referred to collectively as the "parties" or individually as a "party". I. LABORATORY SERVICES a Laboratory Services. Upon request,. Scott & White shall provide Facility and its. patients reference laboratory services, as ordered by Facility (the "Services'). Facility aolmowledge s; that Scott & White wil I not perform phlebotomy services for Facility.. b. Specimen 'TransportPursuant to a schedule provided to Facility,. Scott & White will collect the; specimens from Faellity and will transport the specimens to Scott & White for testing, c. STAT-Orders. Scott-& White shall use all commercially reasonable efforts'to collect all ST'AT specimens from Facility within two (2) hours from the time Facility notifies Scott & White of such a STAT order, d. Test Results. Scott & White shall use all -commercially reasonable efforts to report the test results twelve (12) hours from the time the courier collected the specimen from FaeIlity. Scott & White shall deliver the test. results to Facility via facsimile or via a web based program. Notwithstanding the proceeding, Facility understands'that some test results are not capable.of being reported within twelve (12) hours. Therefore, Scott & White will report the following test results as soon as practically possible: i. ?Test results that cannot be determined -by Scott & White and -that ! require shipment to another laboratory; or ii. Tests results that cannot reasonably be reported in twelve (12) Hours, and require a longer amount of time to determine such results, including without limitation, certain microbiology tests. e. H to idays. Scott & White will not perform the Services on its observed holidays, including but not limited to the following: New Year's Day, 'Memorial -Day, the Fourth of July, tabor Day, Thanksgiving Day, and Christmas Day. 2. OBLIGATIONS OF FACILITY WHEN REQUESTING SERVICES. a. Forms. When requesting Services, Facility shall utilizeany forms supplied by Scott &White. b. Documentation. All specimdns must be -accompanied with -the correct documentation listed below ("Face Sheet") in aform acceptable to Scott & White which includes without limitation: 1) a diagnosis; 2) an ICD-10 code associated *h the tests being ordered,• 3) the patient's name and address; 4) the name of Facility's physician ordering the Services; 5) the specific Services being ordered; 6) the name of any -health plan, insurance, or third party payor that is to be billed for the Services; and 7) the name of the patient's attending physician, if different from the physician ordering the Services. Scott & White, in its sole discretion, may refuse to perform Services for any. such specimen that was improperly collected, preserved, or that is not accompanied by the Face Sheet; as stated in this section, C. Medical Neeessity. Facility and its physicians shall be solely responsible for determining whether the requested Service(s) is appropriate and medically necessary. Agreernvot for Scott & White Relit rrence laboratory Services Paso I Last Ravised 7t`014 Vol. P- . =� d. Physician Orders. Facility accepts sole responsibility for transcribing and providing Scott & White accurate physician orders from Facility's physician. e. Continued Coordination. Facility shall make a member of Facility's professional staff selected by Scott & White reasonably available at all times for telephone donferenee upon request by Scott & White. f. Eouipment and Technoloev Facility shall be solely responsible for providing and maintaining any computer, facsimile, or other equipment and technology that is used to receive the test results from Scott & White. g. Facititv's Patient Care Responsibilities Nothing in this Agreement shall relieve Facility of its responsibilities for the care of Its patients. 3. Ti RM AND TERMATION a. Term. The term of this Agreement shall be for one (1) year, commencing on the -Effective Date (the "Initial Term"), unless earlier terminated as provided in this Agreement. Thereafter, this Agreement shall automatically renew for -successive terms of one (1) year each (each a 'Renewal Term") unless earlier terminated as provided in this Agreement. b. Termination. This Agreement may be terminated prior to the end of the initial Term or any Renewal Term as follows. I. Without Cause. Either party may terminate this Agreement without cause by providing at least thirty (30) days prior written notice to the other party. 11, Breach. Either party shall have the right to terminate this Agreement in. the event -of the other party's breach of this Agreement, by providing at least thirty (30) days written notice -to the other party. Any such notice shall specify the cause upon which it is based. The* violating party sliahl have the thirty (30) day notice period in which to rectify the cause specified in the notice of tenninatioii,.or', if the cause is not rectified in to the satisfaction of the non -breaching party within such thirty (30) day_ period, the non - breaching party may immediately terminate this Agreement. mil. Immediate Termination. Either party -nay immediately terminate this Agreement upon the occurrence of any of the loss or suspension of a party's license, accreditation, or certification related to the ordering of Services, or the imposition of any sanction against •a party under federal or state fraud and abuse laws and regulations or any other federal or state laws or regulations relating to the parry's participation in the Medicare•or state Medicaid programs. iv. Automatic- Termination. This Agreement shall automatically terminate in the event either party 17S excluded from participation in any federally funded -health care program, including Medicare or Medicaid, as of the effective date of such exdlusion, d. COMPENSATION AND BILLING. a. Patients Insurance and DaiIy SNF Rate. If a Facility's patient requires Services, Seoti'& White will directfy bill the'patient, patient's insurance company, or ocher third party payor including but not limited to a private insurance company, Medicaid, Medicare, or Tricafe, provided that such information is timely provided to Scott & White, as applicable. Notwithstanding the preceding, if the'Facility is a Sldlied Nursing Facility (•'SNPO or has beds. that are designated as such, Scott & White shall bill Facility at a rate of $1.00 per day, per patieait residing in a SNF facility or SNF bed regardless of whether the SNF patient required Services on that day ("Daily SNF Rate"). If Facility is billed the Daily SNF Rate, Scott & White will not bill the Abe=cnt for Scott & White Rerenmee Laboratory Services Plea 2 Last Revfsed 7/W14 Vol. Pg. A7 patient; .patient's insurance, or other third party payor, as applicable. if Facility is a:SNF; or has beds that are designated as such, Facility shall provide Scott & White A. daily census for the preceding each week so.that the Daily SNF..Rate can be calculated accordingly. b. Roster OW -line. If Facility and Scott & White agree to use Roster I3iiIing,. Scott &White shall bill Facility. according to the agreed upon price sheet .provided by Scott -&White to Facility. Scott &'White will norbill the patient's insurance directly or charge Facility a Daily SNF Rate if Roster Billing is used, C. STAT Fee, For each specimen (or venipuneture) Facility designates at STAT, Scott>& White will Olrcctly charge Facility an additional fee of $25:00 per specimen (or venipunetuce), in addition to the applicable billing method listed above (i.e. the -patient's insttit ice„the Daily SNF Rate, or Roster Billing.) d. Face Sheet Penalty, If Scott & White chooses to perform the Servl.ces.despitc Facility's failure to send a.completed Face Sheet, Facility will be charged'a fee of $1.00.per day until a.properly completed Face Sheet is received by Scott & White. Q. Monthly .invoice, Scott & White will send a monthly invoice to. Facility. containing all charges and fees to the Facility including, if applicable, Roster Billing, STAT-Febs; the Daily SNF Rate, and the Face Sheet Penalty; Facility shall pay all undisputed amounts within thirty (30) days of receipt of the invoice. Overdue amounts are subject tc a service charge of.1.5% per month on the unpaid balance, or the maximum amount -permitted by law. All payments shall be remitted to -Scott & White at the following address: Scott & :White Ivleniorial Hospital -Reference Laboratory PO Box847292 Dallas, Texas 15284 5. INSViUNCE ,AND INDT';NINIMATION, a. "fist3s s' ce During the tern. of this Agreement, .eac, party s all at all times maintain �-- professiona] an ge fora ,silty in tn_ ieett ow expense, Such insurance shall have ]imi[s of not less a lion per occ nd S3 Million in the aggregate.per year. Eac s �atl provide proof ofsuch insurance upon request. b, Indemnification. Facility agrees to indenuilfy defend,,and Bold Scott &White harmless' from any and all claims, costs, actions, suits, judgments, damages; liabilities,. -losses or expenses - Including, -without. limitation, .reasonable attomey's fees, which' arlse'.oi are asserted against Scott & White as a consequence of; 1) any -act or omission (including; without limitation, any claim .of false or inaccurate billing information) by- Facility,. its. employees, agents, or contractors, or 2) any breach of this Agreement by Facility. 6. PRIVACY AND CONFIDENTIALITY a. Privacy Laws. The parties' agree to -comply with ;tile appl cable provislons.•ofahe Health Insurance and Portability and Accountability .Act of 1996 (,HIPAA" ), the Standards for Privacy of Individual Identifiable Health Information (the "Privacy Rule"), the .Standards for Security of Electronic Protected Health Information (the "Security Rule"), the Health Information Technology for 13-oonomic and Clinical .Health Act, ("HI'i'ECH") .as amended from tithe to time, and. the Texas Medical Records Privacy Act (' TMRRA"). I4PAA, the Privacy Rule, the Security Rule, HITECH, and TMRPA shall collect ively,be referred io as the "Privacy Laws." The parties agree not. to use or further disclose .any protected health Agreemc n for Scan & White RuNrcnce l.aborarory $aMcis Page 3 last Revised M014 Vol. Pg. j6 S information, as dafiined -by the Privacy'Laws, conoerning a patient -other than as pecmit'ted'by. the Privacy Laws. b. Confidential Information Facility recognizes And acknowledges that, by entering. Into-- this ..Agreement, Facility will ,have access to 'Certain information' of Scott''•& White that -is cobfidential and proprietary. Confidential Information shall mean all proprietary information and. derivatives .therefrom, whether in written,. oral, magnetic, electronic, or -other form, which is•the subject of reasonable efforts by a. party to maintain. Its secrecy;, including, without limitation, patient med.icml information, trade secrets, planned or'existing.formulas, programs, proprietary compllations; methods, techniques, products, services, financial information, business procedures, and'any other information which a party identifies'gs•confidential,and/or proprietary, Facflity may not use Confidential Information for any purpose other than as needed to carry out the pitrpose-of this Agreement. Facility must maintain the confidentiality, of Scott & -White's Confidential Information in a inanner consistent with industry standards. Facility shall not disclose to others, use, copy, pormit to be copied, any •Confid'ent"W Information of Scott & White, without Scott & White's express,prior written consent, GFN1;iLi`L P. ROVIS1'bNS a, Use of 'ame. Neither party may use the name, • trademark, or logo of the, other"p&jy or any of its titfiliates without the prior written consent of the other party. b. Severabi i v. In the event that any provision of this Agreement ishold to :be unenforceable or invalid 'for any reason, this Agreement shall remain in full force. and effect and remain enforceable fn accordance with its terms disregarding such.unonforceable.or.invalid.provision: C. No Waiver. Any %iluro of,a party to enforce that party'.s.rights under tny,provision of this Agreement shall not be construed err act ,as ;a waivor of said party's.subsequent right -to enforce any of the provisions contained hereln,. d. Force Majeure. 'Scott & White shall pot be liable or deemed In breach of this Agreement for any, fi llure or delay of, performance, which results, •directly. or indirectly, from act& of'God, civil or military authority, public disiuriiance; riots, strikes, accidents, fires, or,ai yother:cause beyond'thc reasonable control of Scott & White, e, Goveming Law, This Agreement shall be,govemed by and, construed In accordance wlih the laws of the State of Texas. The Parties agree that the'cxolusive Jurisdiction and venue ;for any. ittigatton aristng.out of this Agreement shall be Drought in3eil-C-fflat, Texas.. 0a 7�35 COt�lr f. Asslymirtent• Subeontractina; 131ndiiia -ffe t Facility may not Msign'or,transfer any rIghN dutios, or obligatioiis .under this. Agreement, in whole •or.in port, without prior written. consent of Scott & White. This Agreement shal l inure to the benefit of.and .be bitidinglipgh theparftes• and their respective successors; and permitted'assigns, g, 'Mti•re _reement: Modification, 'This Agreement sets f 7ir entire. Agreement of the ptirties with respect,to ili1"Sa matter'here� ersedes any prior agrecinents, oral'or written; / and all' other cotnmunic p arties relating to such stibjeot matter.. "This,, A fire©mc�nt m e amended,•, altered, or 'mods ied`appteXb '• m0ndment, .signed and.; a yboth parties: tn. Independent Contraetors Scott & White and- Facility -tire sepatate, end independent, entities. Both parties are •acting as Independent' cogtractot.S, and none of the :provisions (if this , Agreement is intetided to create'a.partnershlp dr joint vesture. Neither party, nor its respective• staff, shall be construed to be the agent, employee, or representative of the other party. Agrecmant for Scott 8L White Refercnee Laboratory Services Yitgc4 Last Rcyised'740 i 4 Vol egg Pg i i. Compliance with Laws "Each party represents and warrants :that'it shall comply with 411 applicable federal and state laws and regulations pertaining to its performance and obligations under this Agreement. -A party's failure to comply $with any applicable late or regulation shall constitute a material breach of this Agreement. SCOTT 8c WEI RIAL HOSPITAL: Y: Printed Namcj&Aor Title: L��a0--Nt Date:{ S Title: C,� b �n� Date: 3 . off. O Agreement rorScott & White Rorereace LabomtoryServices Last RrAsed 71Z014 Pap 5 FVO Pg. �-7O Brazos County -Purchasing Department 200 SOUTH TEXAS AVE, SUITE 352 BRXAN, TX 77803 PHONE (979) 3614290 FAX (979) 361-4293 . January 30, 2023 Brazos Paving Inc 7601 W State Hwy 21 Bryan, TX 77807 Re: Renewal of Contract 423107R Concrete Delivery to Vendor Site for Brazos County. Brazos County appreciates the quality work your company has provided and would like to exercise the renewal option for Concrete Delivery to Vendor Site 23-107R, previously Irnown as 19-101, 2I-099R, ruui 22412R All terms, conditions, and pricing shall remain the wine. This renewal term vn'il be for one year from March 22, 2023 to March 21, 2024. To accept the renewal option, please fill out the information and sign below. Return the signed documents by email to sdubec@brazoscountytx.gov or fax to (979) 361-4293. Please then submit an updated Certificate of Insurance by email or mail to the address listed above. Please• return acceptance as soon as possible. If you have any questions, I may be reached at (979) 361-4294. Contact Name: ti -��,.� ►'i' Titre: S c- • V'Tr E-Mail: , p , e-,..t CVV Telephoner (:1rX °t — 19 2.2 OS BRAZO GIN . Authorized guature CO Duane Peters, County Judge { 36 2023 Date Wqlaws Date Vol. Pg. 71 BID TABULATION 23-107.R Concrete Delivery to Vendor Site Previously known as 19-101, 21-099R, and 22-112R March.22 .2023 - March 21, 2024 , 7601 W. Hwy 21 'Bryan, V 71807 1 Contractor's -Site Location: 2 'Directions to the Vendor Site: From Brazos Co. Road & Bridge office. Take a left on Hwy 21 going West. At approximately 3.5 miles BPI enterance will be on the left 3 Primary Point of Contract for each delivery: Earnest Alvarado - 979-412-5137 4 Secondary Point of Contact for each delivery: Billy Prewitt - 979-412-5138 5 Contractor's Site Hours of Operation: 7arn.-.5;30pm Mori -Fri, Sat are possible 6 Contractor's Proposal: Amount Contractor is willing to pay Brazos County for the haul and delivery of concrete per load: $1.00/load 7 Payment Terms: Payment will be made to Brazos County in days for each delivery: 30 How much concrete can Contractor receive per day? 1000 loads Renewal 2 of 3 to: BPI Materials LLC Appro 7 TCom*ssione C urt on this day of olding the position fi O P-LLPV y 2023 by of e0(--J-0T"`i �- Vol. Pg. L7)-- CONCRETE DELIVERY TO VENDOR SITE CONTRACT BRAZOS COUNTY PURCHASING DEPT. 200 S. Texas Ave., Ste. 352 Re -IQ Request No.19-101 Bryan, Texas 77803 Page .1 of 10 Pages Telephone (979) 361-4294 Contract Term: March 22, 2019-March 21, 2021 GENERAL REQUIREMENT FOR CONTRACT I, ; �� �r e w► i-1— as a duly authorized representative o f isp I�-.�- "Contractor" willingly attest to perform (or deliver) as per Exhibit A for Brazos County. I further agree to all of the provisions and specifications contained in this contract. ASSIGNMENT The successful offeror may not assign, sell or otherwise transfer this contract without written permission of Brazos County Commissioners Court. Should there be a change in ownership or management; the contract shall be terminated unless a mutual agreement is reached with the new owner or manager to continue the contract with its present provisions and prices. AWARD Brazos County reserves the right to award this contract on the basis of LOWEST AND BEST OFFER in accordance with the laws of the State of Texas, to waive any formality or irregularity, to make awards to more than one offeror, to reject any or all bids. The County reserves the right to accept or reject in part or in whole, any IQs submitted, and to waive any technicalities for the best interest of the County. BIDDER'S RESPONSIBILITY It is the bidder's sole responsibility to print and review all pages of the bid document, attachments, questions and responses, addenda, and special notices. The Certification of Bid Form must be completed to include full firm name, mailing address, telephone number, email address, Vendor Tax Identification number and signed by an authorized representative of the firm. Failure to provide signature on the Certification of Bid Form renders bid non -responsive. Failure to complete the submission of all required forms, including but not limited to the Reference Page, House Bill 89 & Debarment Verification form, Questionnaires (when applicable), Addenda (including revised forms), and any other specified forms or documents may be grounds for rejection of entire bid. By submitting a response to this solicitation, the bidder agrees to comply with FIB 1295, Government Code 2252.908. Bidder agrees to provide Brazos County the "Certificate of Interested Parties", Form 1295 as required, pending award, renewal, amended or extended contract. Visit https://etliies.state.tx.us/whatsnew/elf_ info_1-`onn1295.htm for more information. In the event of a needed change in the specifications sent to the bidder, it is understood that all the foregoing terms shall apply to the addendum or addenda. Vol. pg. a Contract No.19-101 BRAZOS COUNTY, TEXAS Page 2 of 8 Pages CONTRACT OBLIGATION Brazos County Commissioner's Court must award the contract and Brazos County Judge, or other person authorized by Brazos County Commissioner's Court must sign the contract before it becomes binding on Brazos County or the offerors. Department heads are NOT authorized to sign contracts for Brazos County. Binding contracts shall remain in effect until all products and/or services covered by this purchase have been satisfactorily delivered and accepted. QUANTITIES Brazos County does not guarantee to deliver any minimum quantities or services. CONTRACT RENEWALS Renewals may be made ONLY by written agreement between Brazos County and the offeror. Any and all price escalations shall not be accepted and shall be considered a non -response. HOLD HARMLESS AGREEMENT Contractor, the successful offeror, shall indemnify and hold Brazos County harmless from all claims for personal injury, death and/or property damage resulting directly or indirectly from Contractor's performance. Contractor shall procure and maintain, with respect to the subject matter of this bid, appropriate insurance coverage including, as a minimum, public liability and property damage with adequate limits to cover Contractor's liability as may arise directly or indirectly from work performed under terms of this contract. Certification of such coverage must be provided to Brazos County upon request. P,RIICING Prices for deliveries shall be Firm for the duration of this contract and shall be stated in Exhibit 'W'. Prices shall be all inclusive: No price changes, additions, or subsequent qualifications will be honored during the course of the contract. All prices must be written in ink or typewritten. Pricing on all transportation, freight, drayage and other charges are to be prepaid by the contractor and included in the bid prices. TAXES Brazos County is exempt from all federal excise, state and local taxes unless otherwise stated in this contract. Brazos County claims exemption from all sales and/or use taxes under Texas Tax Code §151.309, as amended. Texas Limited Sales Tax Exemption Certificates will be furnished upon written request to Brazos County Purchasing Agent. GOVERNING FORMS In the event of any conflict between the terms and provisions of these requirements and the specifications, the specifications shall govern. in the event of any conflict of interpretation of any part of this overall contract, Brazos County's interpretation shall govern. In the event of a conflict between the terms, conditions, provisions, and specifications of this contract and any other terms, conditions, provisions, and specifications provided by the Contractor; the terms of this contract shall supersede. GOVERNING LAW AND VENUE This bid solicitation is governed by the laws of the State of Texas, specifically, the competitive bidding requirements of the County Purchasing Act, Texas Local Government Code, §262.021 et seq., as Vol. ?5Fe ' 7 Pg. r� Contract No. 19-101 BRAZOS COUNTY, TEXAS Page 3 of 8 Pages amended. Offerors shall comply with all applicable federal, state and local laws and regulations. Offeror is further advised that these requirements shall be fully governed by the laws of the State of Texas and that Brazos County may request and rely on advice, decisions and opinions of the Attorney General of Texas and Brazos County Attorney concerning and portion of these requirements. Potential vendors are advised they may have disclosure requirement pursuant to Texas Local Government Code, Chapter 176. This law requires persons desiring to do business with the County to disclose any gifts that have an aggregate value in excess of $250.00 given to any employee of the County, County Official to the County Official's family members or employment of any employee of the County, County Official or the County Official's family members during the preceding twelve (12) month period. The disclosure questionnaire must be filed with the Brazos County Clerk. Refer to Texas Local Government Code, Chapter 176 for the details of this law. Bidder understands that Brazos County is a government subject to Texas State and Federal public information statutes. Venue shall lie exclusively in Brazos County, Texas, notwithstanding anything to the contrary. DISQUALIFICATION OF OFFEROR Upon signing this contract, an offeror offering to sell supplies, materials, services, or equipment to Brazos County certifies that the offeror has not violated the antitrust laws of this state codified in Texas Business and Commerce Code § 15.01, et seq., as amended, or the federal antitrust laws, and has not communicated directly or indirectly the bid made to any competitor or any other person engaged in such line of business. Any or all bids may be rejected if Brazos County believes that collusion exists among the offerors. Bids in which the prices are obviously unbalanced may be rejected. Requests to withdraw a submitted bid or proposal are subject to the approval of the Purchasing Agent. SEVERABILITY If any section, subsection, paragraph, sentence, clause, phrase or word of these requirements or the specifications shall be held invalid, such holding shall not afl'ect the remaining portions of these requirements and the specifications and it is hereby declared that such remaining portions would have been included in these requirements and the specifications as though the invalid portion had been omitted. SILENCE OF SPECIFICATIONS The apparent silence of. specifications as to any detail, or the apparent omission from it of a detailed description concerning any point, shall be regarded as meaning that only the best commercial practice is to prevail and that only material and workmanship of the finest quality are to be used. All interpretations of specifications shall be made on the basis of this statement. The items furnished under this contract shall be new, unused of the latest product in production to commercial trade and shall be of the highest quality as to materials used and workmanship. Manufacturer furnishing these items shall be experienced in design and construction of such items and shall be an established supplier of the item bid. TERMINATION Brazos County reserves the right to terminate the contract for default if offeror breaches any of the terms therein, including warranties of offeror or if the offeror becomes insolvent or commits acts of. bankruptcy. Such right of termination is in addition to and not in lieu of any other remedies which Brazos County may have in law or equity. Default may be construed as, but not limited to, failure to deliver the proper goods and/or services within the proper amount of time, and/or to properly perform any and all services required to Brazos County's satisfaction and/or to meet all other obligations and Contract No.19-101 BRAZOS COUNTY, TEXAS Page 4 of 8 Pages requirements. Brazos County may terminate the contract without cause upon thirty (30) days written notice. POLICY REQUIREMENTS FOR CERTIFICATE OF INSURANCE CONTRACTOR'S INSURANCE The Contractor(s) before starting work for Brazos County, must furnish Brazos County a Certificate of Insurance or other acceptable evidence from a reputable insurance company or companies with an A.M. Best Rating of AA (such companies to be acceptable to Brazos County) licensed to write insurance in the state of Texas, showing that the Contractor is covered by the insurance as follows: (1) Statutory Workers Compensation Insurance with Employers Liability Insurance in the amount of $1,000.000. In the event any work is sublet, the Contractor shall require the subcontractor similarly to provide the same coverage and shall himself acquire evidence of such coverage on behalf of the subcontractor. (TLC Sec. 401.011) (2) Commercial General Liability Insurance with a $ 1,000,000 Combined Single Limit. The policy shall be on the Comprehensive General Liability 1986/90 occurrence form, and shall include coverage for acts of independent contractors, and shall name Brazos County as an additional insured. Waiver of subrogation is required. No claims made policies are acceptable without prior approval by the Commissioners Court/Risk Manailement. (3) Automobile Commercial Liability Insurance with a $1,000,000 Combined Single Limit, in all self-propelled vehicles used in connection with the contract, whether owned, non -owned or hired. Waiver of subrogation is required. The Certificate of Insurance furnished to Brazos County shall contain a provision that coverage under such policies shall not be canceled or materially changed until at least 30 dgys prior written notice has been given to Brazos County. LIMITATIONS The parties are aware that there are constitutional and statutory limitations on the authority of Brazos County to enter into certain terms and conditions of the contract, including, but not limited to, authorizations of the placement of liens on Brazos County property; disclaimers and limitations of warranties; disclaimers and limitations of liability for damages; waivers, disclaimers and limitations of legal rights, remedies, requirements and processes; limitations of periods to bring legal action; granting control of litigation or settlement to another party; liability for acts or omissions of third parties; payment of attorneys' fees; dispute resolution; indemnities; and confidentiality (collectively, the "I.,imitations"). Any contract terms and conditions .related to the Limitations will not be binding on Brazos County except to the extent authorized by the laws and Constitution of the State of Texas. COVERAGES/WAGES Nothing in this contract shall be construed as making Brazos County responsible for the payment of compensation and/or any benefits for Contractor including health, property, motor vehicle, workers' compensation, disability, death, and dismemberment insurance for the Contractor's employees and/or Vol. Zy� Pg. 0�7� Contract No.19-101 SRAZOS COUNTY, TEXAS Page 5 of 8 Pages equipment. Nothing in the contract shall be construed as making Brazos County responsible for wages, materials, logistical support, equipment, and related travel expenses incurred by the Contractor. SOVEREIGN IMMUNITY The parties understand that Brazos County does not waive or relinquish any immunity or defense on behalf of itself, officers, employees, agents, and volunteers as a result of its execution of this contract and the performance of the covenants contained herein. Further, Brazos County is not responsible for any civil liability that arises from any act or omission made within the course and scope of this contract. The parties understand and agree that Brazos County does not assume civil liability under any theory of law for the actions of the Contractor in providing services hereunder. NOTICES Notices shall be mailed to the addresses designated herein or as may be designated in writing by the parties from time to time and shall be deemed received when sent postage prepaid U.S. Mail to the following addresses: BRtAZOS COUNTY: Brazos County, Texas Duane Peters, Brazos County Judge 200 South Texas Avenue, Suite 332 Bryan, Texas 77803 CONTRACTOR: Sales Contact Name: Phone Number: Billing Info: E�snIFS.� I.iA,rE��n cl`lG1-'iIZ-513`7��•rAn�,�iC ASSIGNABILITY This contract may not be assigned without the prior written permission of Brazos County. FISCAL .FUNDING CLAUSE Notwithstanding any provisions contained herein, the obligations of Brazos County are expressly contingent upon the availability of funding for the obligations contained herein for the term of the contract and any extensions thereto. WAIVERS No waiver by either party hereto of any term or condition of this contract shall be deemed or construed to be a waiver of any other term or condition or subsequent waiver of the same term or condition. Vol. 3 W Pg. J-7 7 BRAZOS COUNTY, TEXAS ENTIRE CONTRACT Contract No.19-101 Page 6 of 8 Pages This contract represents the entire and integrated agreement between Brazos County and the Contractor and supersedes all prior negotiations, representations, or contracts, either written or oral. This contract may only be amended by written instrument approved and executed by the parties. AVAILABILITY AND RE'TENTION OF RECORDS All records relating to the service provided under this contract and supporting documentation for invoices submitted to Brazos County by the Contractor shall be retained and made available by the Contractor for audit by Brazos County, it duly authorized representatives, the State of Texas (including, but not limited to the Auditor of the State of Texas, Inspector General or duly appointed law enforcement officials) and agencies of the United States Government. Such records shall be returned by Contractor and made available for any time period required by state or federal Iaw. if changes occur in the governing state or federal law, regarding retention records, Contractor shall comply with such changes. If an audit is initiated before the expiration of such time periods required by state or federal law regarding retention of records, the Contractor shall retain such records until the audit is concluded and all issues resolved. Contractor shall provide Brazos County with copies of such audits that be conducted with respect to the contract. AUDIT RESPONSIBILTY The Contractor shall be responsible for receiving, replying to and/or complying with any audit exception by appropriate federal, state or local audit directly related to the provision of this contract. The Contractor shall repay to Brazos County the full amount received for duplicate billings, erroneous billings, false or deceptive claims. The Contractor recognizes and agrees that Brazos County may withhold any money due and recover through any appropriate method any money erroneously paid under this contract if evidence exists of less than full compliance with this contract. INDEMNIFICATION The Contractor shall defend, indemnify and save harmless Brazos County and all its officers, agents, and employees from all suits, actions, or claims of any character, name and description including attorney's fees expenses brought for or on account of any injuries or damages received or sustained by any person or persons or property, by or from the said Contractor or his employees or by or in consequence of any negligence in safeguarding the work, or through the use of unacceptable materials in construction of the work, or by or on account of any act of omission, the Worker Compensation Law or any other law, ordinance, order or decree, and so much of the money due the said Contractor under and by virtue of his contract as shall be considered necessary by Brazos County may be retained for the use of Brazos County, or in case no money is due, his sureties small be held until suit or suits, action or actions, claim or claims for injury or damages as aforesaid shall have been settled and satisfactory evidence to that effect furnished Brazos County. Contractor shall defend, indemnify and save harmless Brazos County, its officers, agents and employees in accordance with this indemnification clause regardless of whether the injury or damage is caused in part by Brazos County, its officers, agents or employees. Vol. v pg. eZ 7� Contract No. 19-101 BRAZOS COUNTY, TEXAS Page 7 of 8 Pages DOUSE BILL 89 & DEBARMENT VERFICATION Brazos County is federally mandated to adhere to the directions provided in the President's Executive Order (EO) 13224, Executive Order on Terrorist Financing — Blocking Property and Prohibiting Transactions With Persons Who Commit, Threaten to Commit, or Support Terrorism, effective 9/24/2001 and any subsequent changes made to it via cross-referencing respondents/vendors with the Federal General Services Administration's Excluded Parties List System (EPLS, https://www.sam.gov), which is inclusive of the United States Treasury's Office of Foreign Assets Control (OFAC) Specially Designated National (SDN) list. Respondent certifies that the responding entity and its principals are eligible to participate in this transaction and have not been subjected to suspension, debarment, or similar ineligibility determined by any federal, state or local governmental entity and that Respondent is in compliance with the State of Texas statutes and rules relating to procurement and that Respondent is not listed on the federal government's terrorism watch list as described in Executive Order 13224. Entities ineligible for federal procurement are listed at https://www.sam.gov. The undersigned affirms the non -debarment statement above, that they are duly authorized execute this contract. The company representative below further affirms that the company submitting this proposal, under the provisions of Subtitle F, Title 10, and Government Code Chapter 2270: 1. Does not boycott Israel currently; and 2. Will not boycott Israel during the term of the contract. Pursuant to Section 2270.001, Texas Government Code: 1. "Boycott Israel" means refusing to deal with, terminating business activities with, or otherwise taking any action that is intended to penalize, inflict economic harm on, or limit commercial relations specifically with Israel, or with a person or entity doing business in Israel or in an Israeli -controlled territory, but does not include an action made or ordinary business purposes; and 2. "Company" means a for -profit sole proprietorship, organization, association, corporation, partnership, joint venture, limited partnership, limited liability partnership, or any limited liability company, including a wholly owned subsidiary, majority -owned subsidiary, parent company or affiliate of those entities or business associations that exist to make a profit. Company Name Authorized Com Date: l 2 12- 23 t P, Contract #: 919- g 2 z `7 (Q o S F l.pg. BRAZOS COUNTY, TEXAS Contract No.19-101 Page 8 of 8 Pages CERTIFICATION OF BID The undersigned further affirms the non -debarment statement above, that they are duly authorized execute this contract, that this bid has not been prepared in collusion with any other vendor, and that the contents of this bid have not been communicated to any other vendor prior to the official opening of this bid. _ Signed By: � Title: V. Typed Name: r r pp Company Name: 1 Malrxi s 1L.1,...0 Phone No. 0171f-RZZ-74?05— Email Address: n Mailing Address: ---ram. gS ©x -1_1 " P. O. Box or Street Employer Identification Number: 4g " 130 301(e, Social Security Number: State Zip Appro by C 'ssioners, Court on this t'rUl day of 4 2019 by Holding the position of Vol. 39�/ p9 ill EXHIBIT "A" Re -IQ 19-101 Contract Terre: March 22, 2019 — March 21, 2021 Fill out "Informal Quotes" form and hand deliver or mail to the Brazos County Purchasing Department, 200 South Texas Ave., Suite 352; Bryan, TX 77803 in a sealed envelope clearly marked "Re -IQ 19-101, Concrete for Vendors". Include the signed Contract and a copy of the required insurance with the submission of quotes. The required Insurance is listed in the attached Contract. Quotes must be received by the Brazos County Purchasing Department prior to 2:00n.m., Tuesday, January 8. 2019 or they will not be considered. Brazos County will not accept any IQ's if delivered via email or fax. Pricing proposals or IQ's delivered to any other person or department other than previously specified, will not be considered responsive. Brazos County is soliciting proposals for a Contract for the sale of broken concrete. Brazos County has obtained several piles of broken up concrete from driveways removed by Brazos County personnel. The broken -up concrete shall be sold and or removed from Brazos County's property. This contract shall be for a two (2) year period, with an option for renewal for three (3) additional one (1) year periods. A. SPECIFICATIONS 1. Brazos County Road and Bridge Department will deliver broken up concrete to the vendor's location. 2. Concrete will be delivered and dumped at the site where vendor has a crusher. Vendor must have a crusher in order to process concrete. 3. Brazos County will notify vendor when load of concrete is on its way to the vendor's drop off site. Vendor must accept the loads as they come or may be disqualified for the next drop off available to vendor. 4. Drop offs to vendor site could be anytime Monday through Saturday. Vendor must include hours of operation in the submitted proposal. 5. The amount of broken concrete delivered to vendor will vary depending on how much the County acquired that day. Vendor must specify how much concrete can be delivered to vendor location each day. 6. Brazos County will not do any weighing or scale receipts. Road and Bridge personnel will only deliver and dump the load. Each delivery truck may be detained for no more than ten (10) minutes. 7. All dump sites must be pre -approved by Brazos County, and are subject to prior and periodic inspections for contract compliance and' the safety of county delivery personnel and equipment. Exhibit A Vol. pg.� Page 1 of 4 , 8. Vendor must currently have and maintain throughout the term of contract, current permits in order to store and crush broken concrete, from the necessary federal, state and local agencies. 9. Contents of concrete are unknown and may or may not have rebar, river gravel, limestone, wire mesh, etc. There is no guarantee of the inclusion or exclusion of any materials, expressed or implied. 10. Vendor must propose a dollar amount that they are willing to pay Brazos County for concrete and delivery. 11. All payments will be made by check to Brazos County at 200 South Texas Ave Suite 218 Bryan, TX 77803. Payment shall include a report that states the number of loads and the delivery dates of each load. B. INSURANCE REQUIREMENTS 1. Successful bidder must provide evidence of insurance prior to award. Full descriptions of insurance requirements are listed in the attached Contract. C. ANVARD 1. The contract award shall be based on, but not necessarily limited to, the following factors: a) Cost b) Special needs and requirements of Brazos County c) Delivery Availability d) Location of Contractor (distance that vehicles will travel for services) e) Contractor's past performance record with Brazos County f) Safety of Vendor Site 2. Although the cost of products to be provided is an essential part of the award, Brazos County is not obligated to award a contract on the sole basis of cost but will award to Contractor considered to be the best value to Brazos County. 3, Brazos County reserves the right to award a contract for this service to multiple vendors if in the County's best interest. D. MISCELLANEOUS 1. Contractor must sign and agree to all terms and conditions of Brazos County Service Contract attached or proposal will not be valid. 2. Contractor must submit and post all questions regarding this solicitation on the Brazos Valley Online Bidding System located at,,vww.brazosbid.cstx. ov. Exhibit A Vol. Pg. Ole' Pale 2 of 4 -- 0 3. It is required that Contractor fill in all requested information in the Contractor Proposal section. If the information requested is not filled in when submitted, proposal may be considered non -responsive. 4. The County does not guarantee to haul and drop off at vendor's location any minimum or maximum quantities of concrete CONTRACTOR PROPOSAL Contractor's site location: r7601 W. Nv,,.q I `�����,, �x 7780 Directions to the Vendor Site: Primary Point of Contact for each delivery: E A<-R-1-9 " kk vA r aL - Q ril - 4_12 Secondary Pc�it of Contact for each delivery: P, ; 11. , . ,.1-� - 9 rI 9 - 4 12 - 5 I SA Contractor's Site I-Iours of Operation: '7 A. 3-0 5 ' SO Q.. — Are.. Contractor's Cost Proposal: Amount Contractor is willing to pay Brazos County for the haul and delivery of concrete per load: / Payment Terms: Payment will be made to Brazos County within 30 days of each delivery. How much concrete can Contractor receive per day? 110(2 L-0A05 Exhibit A yoi, a pg. Page 3 of 4 G. CONTRACTOR PROPOSAL CERTIFICATION The undersigned affirms that they are duly authorized to execute this contract, that this bid has not been prepared in collusion with any other bidder, and that the contents of this bid have not been communicated to any other bidder prior to the official opening of this bid. Furthermore, the bidder affirms that they are willing and capable of performing the services entailed in this bid or providing the goods described in this bid and agrees to do so for the term of this contract. The bidder also agrees to all of the terms and a condition contained in this document and agrees to be held to them for the term of this contract. Name of Company: —R�:p 1 m J r,3 s -1 �-L.L . Tax ID #: 49-1-6o?'ukLe Address: Email: �I ,r f-�,,, � ��- � � O � C a WL Telephone #: cI `� `� - n 2 "L Printed Name: Signature of Authorized Representati Vol. 3 pg. --_�— Exhibit A Page 4 of 4 Ethernet Virtual Private Line (EVPL) Dedicated Internet Access (D1A) Frontier Business Frontier Confidential FRONTIER This Is Schedule Number S-5550077154 to the Frontier Services Agreement dated 06/09/2016 (" FSA") by and between BRAZOS COUNTY ("Customer') and Frontier Communications of America, Inc. on behalf of itself and its affiliates ("Frontier"). Customer orders and Frontier agrees to provide the Services and Equipment identified in the Schedule below. Schedule Date: 01/06/2023 Schedule Type/Purpose: DiA Schedule 02012021 Service Term: 60 Months Service Location: 3701 W Highway 21, Bryan, TX 77803_1132 1. Service Description: a. Dedicated Internet Access 'Dt' IA") DIA is a dedicated bandwidth from Customer Service Location to the Frontier IP network then to the public Internet which provides reliable, secure and scalable bandwidth. Physical termination shall conform to applicable rules and regulations with respect to Minimum point of entry (MPOE) and demarcation point If Customer requests extensions beyond the MPOE, such extension (s) shall be subject to Frontier's cabling service policies and Frontier's charges related thereto per separate Frontier Cabling Service and Fee Schedule. 2. Pre -installation cancellation fees. FOC Notice and Special Construction. a. Pre -Installation cancellation fees. Notwithstanding any provision of the FSA: (1) if Customer cancels any Service or Equipment prior to delivery of any Equipment or Installation of the Service or Equipment, Customer shall pay a processing fee of $750 (the "Processing Fee") and (2) Frontier will provide Customer with notice (the "FOC Notice' of the project completion date (the "FOC Date) as soon as possible in light of the requested services and customer's location. If Customer cancels more than ten (10) business days after the issuance of the FOC Notice, Customer shall pay the Processing Fee and the total costs and expenditures of Frontier in connection with establishing the Service and / or providing the Equipment prior to Frontier's receipt of notice of cancellation including but not limited to any construction and engineering costs and Equipment restocking fees. b. Special Construction: All Services are subject to availability and Frontier Network limitations. The -rates identified in this Schedule are estimated based on standard installation casts and Services may not be available at all service locations at the rates Identified. if Frontier determines, in its reasonable discretion, that the costs of provisioning Service to any service location are materially higher than normal, Frontier will notify Customer of the additional costs associated with provision of the Services and request Customer's acceptance of such costs as a condition to proceeding ('Special Construction). Upon notification that Special Construction Is required, Customer will have ten (10) business days to notify Frontier of its acceptance. If the Customer does not agree to the Special Construction within ten (10) business days, the Customer shall be deemed to have cancelled the Service Schedule without further iiabliity. If the Customer agrees to the Special Construction, Frontier and Customerwill execute a replacement Schedule. Notwithstanding the foregoing, Customer shall not be required to pay construction, engineering and Processing Fees if the cancellation is within ten (10) business days of receipt of Frontier's notification of additional special construction and engineering costs pursuant to this Service Schedule. 3.Obituations of Customer. Customer is responsible to ensure appropriate processes and protocols are in place for rate shaping to the amount of throughput ordered. Customer acknowledges that failure to comply with this responsibility may negatively impact Service performance. 4. After HouratHolidav Labor Hours. If Customer desires coordinated turn up services ("After Hours) during non-business.hours, defined below, then the After Hours services shall be provided at the rate of $175.00 per hour. Non -business hours include., (1) weeknights between the hours of 5:00 p.m. and 7:59 a.m local time; (2) weekends, including Saturday and/or Sunday and (3) the Frontier designated holidays (New Year's Day, Martin Luther King Day, President's Day, Memorial Day, independence Day, Labor Day, Veteran's Day, Thanksgiving Day and Christmas Day). ------------ Vol. 'M5-q P9 Ver.04252022 EVPL 1A TPA Vhxityv.1110-2022 Pagel Ethernet Virtual Private Line (EVPL) ® Dedicated Internet Access (DIA) Frontier Business Frontier Confidential FRONTIER Such After Hours services may be subject to change, based upon Frontier's reasonable determination of increases in actual costs to provide such After Hours services, determined in accordance with generally accepted commercial accounting practices, and consistent with After Hours service charges for projects comparable to the project outlined in this Schedule. & Internet Acceptable Use Policy and Security. Customer shall comply, and shall cause all Service users to comply, with Frontier's Acceptable Use Policy ("AUP'), which Frontier may modify at any time. The current AUP is available for review at the following address, subject to change: httpJ/Www.frontier.com/l3olicies/commercial aup/. Customer is responsible for maintaining awareness of the current AUP and adhering to the AUP as it may be amended from time to time. Failure to comply with the AUP is grounds for immediate suspension or termination of Frontier Internet Service, notwithstanding any notice requirement provisions of the FSA. Customer is responsible for the security of its own networks, equipment, hardware, software and software applications. Abuse that occurs as a result of Customer's systems or account being compromised or as a result of activities of third parties permitted by Customer may result in suspension of Customer's accounts or Internet access by Frontier. Customer will defend and indemnify Frontier and its affiliates with respect to claims arising from Customer's or third parties' usage of Frontier Internet access through Customer's hardware or software. 6. Producer Price Index Adlustment Unless otherwise prohibited by tariff, regulation or applicable law, Frontier shall, once per year in July, increase the above MRC for each service by the annual increase in the Producer Price index forTotal Final Demand as published by the U.S. Bureau of Labor Statistics CPPI-FD'. The adjustment will be based on the percentage increase, if any, in PPI-FD for the most recent yearly period ending April 30th compared to the prior 12 month period ending April 30t' and shall not exceed 9.5% in any year. The increase, if any, will be reflected as either an increase in the base MRC or as a separately stated item and occur for the first time in July of the calendar year after service Installation 7. Service Level Agreement The Ethernet Service Level Agreement for the described Ethernet Services is attached hereto and incorporated herein as Exhibit 1. This Schedule is not effective and pricing, dates and terms are subject to change until signed by both parties. This Schedule and any of the provisions hereof may not be modified in any manner except by mutual written agreement The above rates do not include any taxes, fees, regulatory fees/surcharges or surcharges applicable to the Service. This Schedule, and all terms and conditions of the FSA, is the entire agreement between the parties with respect to the Services described herein, and supersedes any and all prior or contemporaneous agreements, representations, statements, negotiations, and undertakings written or oral with respect to the subject matter hereof. Frontier Communications of America, Inc. BRAZOP COUNTY Signature: Signature: —1— Printed Name: John Sunderland' Title: DiR, Enterprise Sales Date: Printed Name: �t t!? I.1 tr- PI -r Q$ Title: COu-"T-I � -Oroa Date: : P I rl t a ©as I Vef. 042SM2 EVPi._EIA TPA V10C4 v.1110-2022 Page 2 Ethernet Virtual Private Line (EVPL) NE Dedicated Internet Access (DiA) Frontier Business Frontier Confidential FRONTIER EXHIBIT 1 EVPL AND DiA SERVICE LEVEL AGREEMENT This Ethernet Service Level Agreement ("SLA") applies to Ethernet Services ordered pursuant to an EVPL Ethernet Virtual Private Line (EVPL) Dedicated IntemetAccess (DIA) executed by and between BRAZOS COUNTY ("Customen and Frontier Communications of America, Inc. ("Frontier). The terms of this SLA apply exclusively to the Ethernet network elements directly within Frontiers management responsibility and control CEVPUDIA Service," or where specifically designated "EVPL Service'. Operational Objectives a. On Time Provisioning: The objective for On -Tome Provisioning for On -Net Services, where available, (specifically, qualified Tampa operating area , is determined from (a) the date the order is submitted and approved into the Frontier ordering system (by Frontier) to (b) successful testing by Frontier, within 30 calendar days. Customer must contact Frontier's dedicated phone number (1-800-921-8002) within 30 days at objective target date. If Frontier's failure to meet the On Time Provisioning objective is validated, Customer will receive a one month MRC credit (taxes, fees and surcharges are excluded). The Customer credit will appear within two (2) biircng cycles from the time of credit validation. The On -Time Provisioning objective excludes bandwidths of 1G to 100G On -Net Service or Customer requested non-standard bandwidth speeds. The On -Time Provisioning credit is also subject to Sections 3 and 4 below, as applicable. Customer is required to provide (i) suitable building facilities (including but not limited to space, circuitry, power, backup power, and surge protectors) for the installation, operation, and maintenance of Frontiers Network in accordance with manufacturers documentation and Frontier's Installation standards, and (ii) a well -righted and safe working area that complies with all local safety standards and regulations. Circuit Availability: circuit Ava,iawlity is the soniry to exchange data packets with the nearest Frontier Internet Point of Presence CP0PJ or DIA Customer egress port (Z location) via the Ingress port (A location). 'Service Outage" occurs when packet transport is unavailable or when the output signal is outside the limits of this service guarantee. Availability is measured by the number of minutes during a calendar month that the On -Net Service is operational, divided by the total minutes in that calendar month. Calculation is based on the stop -clock method beginning at the date and time of the Customer -initiated trouble ticket and f Table lA: Di dib�d:tnt"ernetAccess';, , irc�uKit Avaifab S:t° y(CA) *Hr`;MRCreillt 1 � '?.. 3S� ��i 'i `• Z y Below 99.99% i Service yr Avgt(abittty 99.99% Credit MRC ends when Frontier restores SLA-compliant circuit operation. Frontier's On -Net Service Availability commitment and applicable Service credit are outlined in Table 1A, subject to Sections 3 and 4 below. c. Mean Mme to Repair IMTTR): MTTR Is a monthly calculation of the average duration of time between Trouble Ticket initiation on accordance with Section 2B) and Frontler's reinstatement of the DIA Service to meet the Availability performance objective. The MTTR objectives, and credits applicable to a failure to meet such objectives, are outlined in Table 18, subject to Sections 3 and 4 below. 2. Service Outage Reporting Procedure. '��. ��Tatila:lH3?Detlic�ted'fntemefAcc"ess �,�;° r� ��zNtean:Time>T.o:Re `aJr. 'y.; 'f�,MRC�ServiceCfeiltt��: lYITTR,�t 4Hoars 25 % MRC above 4 hrs 50 %MRC above 6 hrs. z. a. Frontier will maintain a point -of -contact for Customer to report a Service Outage, twenty-four (24) hours a day, seven (7) days a week, b. When EVPUDIA Service Is impacted from a Service Outage, Customer must contact Frontiers commercial customer support center (also known as the "NOC") at 1-(888) 637-9620 to-identiiy the Service Outage and initiate an investigation of the cause ("Trouble TccketJ. Responsibility for Trouble Ticket initiation rests solely with Customer. Once the Trouble Ticket has been opened, the appropriate Frontier departments will initiate diagnostic testing and isolation activi ies to determine the source. in the event of a Service Outage, Frontier and Customer will cooperate to restore the Service. if the cause of a Service Outage Is a failure of Frontiers equipment or facilities, Frontier will be responsible forthe repair. if the degradation is caused by a factor outside the control of Frontier, Frontlerwiil cooperatewith Customer to conduct testing and repair activities at Customers cost and at Frontiers, then current, standard technician rates. c. A Service Outage begins when a Trouble Ticket is initiated and ends when the affected EVPUDiA Service is Available; provided that if the Customer reports a problem with a Service but declines to allow Frontier access for testing and repair, the Service will be considered to be Impaired, but will not be deemed a Service Outage subject to these terms. d. . if Frontier dispatches a field technician to perform diagnostic troubleshooting and the failure was caused by the acts or omissions of Customer or its employees, affiliates, contractors, agents, representatives or Invitees; then Customer will pay Frontier for all related time and material costs at Frontless standard rates. Vol. P(J. Ver. 0425=_EVPL_EA_TPA_V1odty v.1110-2022 Page il Ethernet Virtual Private Line (EVPL) Dedicated Internet Access (DIA) Frontier Business Frontier Confidential FRONTIER 3. Credit Request and Eligibility. a. In the event of a Service Outage, Customer may be entitled to a credit against the applicable On -Net Service MRC if n Customer initiated a Trouble Ticket QQ the Service Outage was caused by a failure of Frontier's equipment, facilities or personnel; m the Service Outage warrants a credit based on the terms of Section 1; and (rr) Customer requests the credit within thirty (30) days of last day of the calendar month in which the Service Outage occurred. b. Credits do not apply to Service Outages caused, in whole or In part, by one or more of the following: () the acts or omissions of Customer or its employees, affiliates, contractors, agents, representatives or invitees; (a) failure of power, @Q the failure or malfunction of non -Frontier equipment or systems; (iv) circumstances or causes beyond the control of Frontier or its representatives; (v) a Planned Service Interruption, (v) Emergency Maintenance or (vu' interruptions resulting form Force Majeure events as defined in Customers FSA. In addition, Customer wID not be issued credits for a Service Outage during any period in which Frontier is not provided with access to the Service location or any Frontier network element, or while Customer is testing and/or verifying that the problem has been resolved. "Planned Service interruption means any Service Outage caused by scheduled maintenance, planned enhancements or upgrades to the Frontier network; provided that Frontier Will endeavor to provide at least five (5) business days' notice prior to any such activity if it will impact the Services provided to Customer. "Emergency Maintenance means maintenance which, If not perforated promptly, could result in a serious degradation or loss of service over the Frontier network. c. Except for the On -Time Provisioning credit (if applicable), all credit allowances will be limited to maximum of 50% of the MRC for the Impacted EVPUDIA Service, per month. For cascading failures, only the primary or causal failure is used in determining Service Outage and associated consequences. Only one service level component metric can be used for determining credits for a Service Outage. In the event of the failure of the Service to meet multiple metrics in a one -month period, the highest Service credit wits apply, not the sum of multiple Service credits. For example, If Customer's Service Outage triggers both operational objectives (i.e. Circuit Availability and Mean Time to Repair), Customer will receive the highest available Service Credit, but not both. d. This SLA guarantees service performance of Frontier's Ethernet data services only. This SLA does not cover TDM services [DS1, NxDS1, or DS3 services] or other voice or data services provided by Frontier. This SLA does not apply to services provided over third party non - partner facilities, through a carrier hotel, or over Frontier facilities which terminate through a meet point circuit with a third party non -partner carrier. e. The final determination of whether Frontier has or has not met SLA metrics will be based on Frontier's methodology for assessment of compliant performance. Service Outage credits are calculated based on the duration of the Service Outage, regardless of whether such Service Outage is the result of failure of the Service to meet one or more performance metric, f Credit allowances, if any, will be deducted from the charges payable by Customer hereunder and will be expressly indicated on a subsequent bill to Customer. Credits provided pursuant to this SLA shall be Customer's sole remedy with regard to Service Outages. 4. Chronic Outage: An individual EVPUDIA Service qualifies for "Chronic Outage" status if such service fails to meet the Availability objectives, and one or more of the following: (a) a single Trouble Ticket extends for longer than 24 hours, (b) more than 3 Trouble Tickets extend for more than 8 hours, during a rolling 6 month period, or (c)15 separate Trouble Tickets of any duration within a calendar month. if an EVPL/DIA Service reaches Chronic Outage status, then Customer may terminate the affected EVPUDiA Service without penalty; provided that Customer must exercise such right within ten (10) days of the EVPUDIA Service reaching Chronic Outage status and provide a minunum of 15 days priorwr%en notice to Frontier of the intent to exercise such termination right ver. 09252022 EVPL EUi TPA Macq v 1110-2M2 Vol. Pg. Pazea RFP KIP 23-561 Broadband Consultant F ! Fujitsu Network Binkley Max Points eE g Forsite Design Nine Fibertown DC, Available Communications*.. Group, LLC Inc.*** Barfield,. LLC* *lnc.***. 1 Total Cost 40 MUM $319,690.00 $130,969.00 $125,04 25 Points for Cost 40 10 24 2 Personnel Qualficiations 15 �133 9 7 9 3 Past performance of firm on similar projects of size and scope 10 6 6 7 4 Proposed plan 20 13 15 14 5 Resource availability 15 9 8 11 Technical Proposal Total100 8 47 1 60 66 * Considered no responsive'due to missing information in proposal/additional informaton in proposal **Considered non -responsive per committee *** interviewed Committee Recommended Award: Finley Engineering Company, Inc. A by Co missione ` urt on this f day of2023 by holding the position of c o�-LQV4 r-7 n, MUM ... ........ ....... o .. . . ...... . •iLr JN:WJ N K p . .. ...... . ... 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Funihn'Sotutions: ` ,:`:::.: .:' ::.: . '.:. . .. . ..:..::::::..::::: . .................. . :.:.. . .:.:.'::.:- . .:::... . .... ....... .: . ............................:....................:.. :, ::. W ntten Strate �c•pian :'.:.:;::.:::::.,.:.'::....: .,:.: `::. : <::. .:: .. ........: •... •:. . ::::...:.. .. .. :... . :. . '.. ; :.._ -Market Anal sls Fmdln s'.:., . :...:: ': `' ' : :: ' : "::. '::.:::::.:>::; . '::::;'r'..,....:' ... ......... .y. .........g ...... :..:::-..:. ...' .".1%..:' . '.. .....:...:::.: ' ::::....:.:::::' . :::$3,0.00:.:: .,:•''':::: :...::'''`':`::':::' :.:::.:. . .. ..:............. •....: . ::.. .' �.."Ga Ana(`ais Firidin' s::°:: °::: °::, ... ' '.......: . ::' -. ....R ., .. .y .............g ....,.... ....... "'. ....:. :• ..' ... ....................................... . . . .::::::'.:'.' 3 000 ` : :.:' ': : • . ' .. : - : ......::.: ::' , •� :,,:�,:-::- .NetW:orkarid:Engin'ee�in :Re oil.':'.':'°; : '. ..'., ,. :;:::..:. : : ' ' :::.' . '`.:::...' `s. a_:..:: . . .::g.;...P -. :: .:'. : ' :'::::Re ortari:Existin `Providers :::::: ':...... ..::.: . ' :.? ;: `::.:.. ..... ...:.... :: ......•'.'::::.:.:.:g...:-.:::':::,':..:..:..,.:. ... :: .:: '' ...:.::.:' ....:.:.':..:: ' • l.*:.. '.::":.': ".. .$2;400.::'...' ....- ...:... .:.. :::. ......................... . ..: '.:...., .... .. ' $2:400' :...:.:: `:'.: `.: `: :,:.:-_-' ' - .:. ':..; ... :%:.:... _ .:, '. . • ::•,:. •.• :.:::......:•:..-l-'..:.:::-::-::::::::::•�::':'::•r;::::::;" ....... .. ; :'.::-::::::' :: ... :'.: ................ :::'::: ;Presentation°of Results::::`:;:::::.; .::::.:"::::.'.::'...:..=. _ :::::::•.:I::..::. :::::`::' ::::' .,....... ........ ....... .. . ;::::.::. . ........... ............. .................... .... .... ,. . . .: ...::::::Travel-Onsite-Inadental �xpe'nses.. ':';:,:....... •: ':. :...:. ::.:::: ' :::' , . ..... ..........._,,.._.....,,:....:..................... .. ' ...: ... ................. ...................:.::...... .. .................... ... ...: -000.•:::•:: ''' "':` :' :::`:.:•:, ::: ` .• :::::`•.' ::'..:::':: ' . . .. ... :.':;.':.':; :::..':'::...::::::' :'::'::;:: ::: ' :: ':..:::::::......'.:. :. . :.:;`::.:.:.' `:::`Tota ProfecE.Cost•.: .:..'''.' ::::::=.:::'.''::: :::: :. ::.............. ..... ......, ::..::.. ,.. ........ .... . .. . .:: " :': ::.': "..: .. . ... ::: -_ ...... . . .......... ... . ..: $i 9600.:: ''.....:::. :..:�` %....:':;' .'.:;::'::.:.;,.:.:.:; ...;.. ..... , ..... :,:.!. - . . .. ... :.:.::..:. .... ...... .,........... . . ......... .... :::::...._h. ortofactivities:completedshallbeprovidedto.Brozos•Cpuntyattheconclusionofeachmilestona::;Brazos:;; I—'•�.. .. . _. :.... :..... • Coun wl ':....::......: . :: ty ;..:'Il..:have;ten.(.10) b(a'siriess:days;to;retnewthe report;and.'a 0t;orask.for::addittonaI db:cume' tation' ::.=`.:.:,-..:.:'.:.'.....: `: ........ '' substantiatign,ordetail.,.payme .ore,ach milestoneviiill onlybe.m.ade:afteracceptan.ce ta. Brazos;Count .::::::::::'.::: _ .: ..:: ....... . .. ::....., ...... ......... . .. . .. ................ .... . .. . ......... ........ .. . 1: :< . .. .. ... ..... .. .... . . .." . ...: .. ..... ...., . ..... .. .. ....::...::..:. .'... ... :.:::::::.. % . ... , ....I:— ... . ... _ .. . ... . ::::.. . .. .......•.. ... . . . . ... . . , ... ;.: . ..,.::. : ':.:' .,..., . ::.' . .. :':.....:.::'-..::.:. _.. .' ..::.:.: :.:..:.:::: ::::: ° - ° :: ::: " :.. '::::'.:.:.:.. . . 11 ... : �Qi::. ;::.gig.::; ::::<P -:�6 :: :: ° ::° . C -kdT -A23 onft -Mi iikAios, COVM age �V, TEXAJT- - ofat _E� V t -2252 :tBidder. SM- ervtopq d' -W07 Ur e .908. M . - - S r-�-O­ -, -­ f Aii ade I)i 00' q Cod M W bg "d -4-��-4k�Tdurit Ahe,fl 4% >xne ;amend 'Ce'dificateff WiisW Rgfies oftn,'J,295-dua� raff­ - mW ly p pe g M Mi=67 V e ttiielk.WIL. W14Uti:�)l thics is 5.4 11:11S616.6t4f-A.*W am in the.4ecificatloft4sent to the OKI( sgRicrms shalt qpp ;41 _91. TROT ►y dddmdum 7 OB CATION - _- � on �aunty .�jz award'be-contrict and g- rdzo_s Cu nty-Jfi4 other perpon va py,Bjftw 0urityC courtinust sign the -d% r04 becomes iAngqn County or, 66Mbrs'DgArtm t 0Ao sign 8r-Brazos ;e!,ppCounty % contracts -�iMWmIn efe products anoint-servicesvercdby this - Y_C and accepted: k_u qu=j!t1a_sspe in titis.contract we estimates only W66s-Vo a� egt.0 A purchase or services other L ibose. on 2 podkw"order. quar -4 t sX;L OLDjtAM&E§S_ kREEMENi 7,K .- r shall indemnify bnty harmlessfrom' I c wins or ntwor." PIT �-tgpd hole :personal m�ury; directly P�Dm.. ontra6iiieg death of;prop erty daniag :the - subject matter of -ibis 16c. t6dict6r' i procure 6d-mai. -Vippi1ofniz maintain, 'N�l respect' appropr&c znsunutcc cgverage including, �s a uinimumpdblie1iAbifity ard,Oppefty 8afiage vith deqgate ltfits'.to cover coniractor!s12&1ty as -nay .from v. waderterms -of! 'scjjtnkL-Ceit aqon ��s utW e:provided-Up()A T11 KSFEC ­661' &TESTING- 17� dise,;zv-Otk^andlor equipment Provided AM bd made by s County at the sole, d the-_­minissione I wdut'd' -a contract and ;. ; ' . `.'; ` 7 gpectfigattons have been:met to i[s satisfaction, including the submission to Brazos'County of an and all doeutnentation as tray be"tegtiued. `title and S xipt.0*1, _f$k,_pf Loss of �6 Bobs ,=Cbujb>61ihlkdCbunty aeffially:4ccepls�. and takes,possesston of tiie gqQdS at the:potntpr. jioiM of 5 Z. " IWAiONIMPD_IFIC ATION !LOCATIONSORSERVICE W. uW- -the ng t_1 be Vi4 h Jo-:aiii! lobittic6.i.,a� these additional 1pcatioiis-,�: to,-ekparisiom or -Via id 'Wiq new ipropc es; .�_Ufi�.Ahe event thaot -Brazos'-Co , -'-makes,sigWncafit v -g".-kracttual chabges to art CAST_- 6'9, facilitythat a opacfs the q-on6. -dibr:s cost m providing Unti0patedY this&ntrka 00h­0change may *etted as anew fic i.'ind the lzxidurei provided far jil, eteqmninganapq t�pnW T in the event Brazos-tCounty eswedd od ier jobati6fig to -it -group -diiderthe contract; -,"he solicited fro"' lire incumbent contractor.in gqod�#ariding forthe Wroppite s .! yr YK, & U� -7 Q X 5. Z :-N- T V 0 -7 1 p 9: 7-- . . . . . . . . . . . 4� UNTYJEXAS jJ -of -this V xonI6 Braws, C.01 .7 t,� �C�Mffid,d-, retatiofi of ­_any part Vdall -C etwCeW SV�Mifilip'im­ "P iq.- I trad 9- is 104----Zild S'p, irk @ns, �vfd ttm,proyj,. Cations F M. to, tog Slibil s O"RNI 'A NENUE N.,P _M AND A -bid 0 -of Texas,--,s ta QQis.j�wrn�d&ihejawi f IlieState pw 16CAY, b d& -9 Mt; --te �Aweqm 10 f bpji"W. ied'ial,: n& with -aH �np & these -requiremenw-sMI ey u, -rg.q - ueM A�� A" ffidz�'Ifii I�q At -Co "M S nty,.Tay of a'd --bf,thi g��'B qC, b n portion acAal -k 6iostduhtY:Atlor ney-V& fn� zo'; boveamertitS�e,- 7.T e q -pin Q�ure requirement Aurguah(16 -TekisUcE .1 isitin -d uAndis� i1i MW*' th C un;Yt6-tqii4�i6,Py9j S qnso gib o b ounty 'Z Ui 4 C * """' I - ' ,.: :. .. -i". .-. - - -- - ­. . __ - , 416- $2�0.66 gl�6 i�'-afiy itippiqy���f !hq. ounly, C �Offioial to veaM.ggrqg#�qy,,udin. Rk- f: & -`-.Cqu'n ty On6w,ahniffy rfidffiber9-br-emPloyffi-6nt of any- 6ty grnp,q -6'rji.iic��in 'in6nt� 1� 'T RefC -b t-7 �18 `-ibc B 6� est mzos Unty-U&k.' r. 16J.. Mu grpment `sub'e6( - - i� ernment staffs my -information statutes. 'Venule a� notmthstak g, il�n :Z-.: MWITH LAW _MPI.; W -'M rnpl�'*jth Wlstatc, and fcdcral`lq��s, �6tifiicipal ordinanoc nal ri�� P s I Pffi�:,roo mork poln�64.�.v. propmauthorities.haVindjUp 7� tdi rAall petform'dn re d Ono. 6�t�" qwm.a subcontractors to pe6tm tM *.o*:­ -wx6rdahcev &Ai and thiii-Ifiited S6t Wes, bidinance, q a s ,.-and Siatc of T es."6nd in ey�o it ompj6y6m.-.',ln the gvent apy q e 'r;0I lmce:m. th py �to l4ip doide.obfiditi6ris shall orevaj*j. % apy j0dus*; -s, and guidelines., ppolpipil brdinance 0jlwibiUfi�ATj()N OF OF R PERO -0iffi-iignifig ft contract; Rtdioi offe6sjio-.sell s ...... vppiie� -MateTials, -scmqe­s,'q'r:eqwprqent lo ilbc�thai-&o exor no �q T-41! -C laws, aridli& 9- lot B to oriny.6ihei �criaii en 'ed 'd4fi-tly ok Wfit6flyffic-bild mide "ar!y coMpetit6l gas M.=fi*.' -o ejomBids ifiwhidh' 'e ffic�s'. e '6iws 16 V.0i ra d w '-Ag A6braltied Wmi ect to the appro 6fthe Purch' ept -okIlle-, ii 1� khten "r� d'ih*. rNwromenti d. c-.reMatMn& p_guru��qf these --in; -.siich -hol ing shidl not iffea - -th -b6: held A.. % Vol J C g6 -and ficatt6n§ Wk tern r#ons i4biild haNt li�nitY-z&.claicd: i1ch ,q. ,am U: t . �:. � ",M Iribludea"' esd,4eq���*id dfe.s p ificaticiiii 4as �thcbk'&,the '-SILE Wr NCE:O ��MdRtAT 491 me -or th �inj�siqn -fr6rn it-,�f a ditaifid opoig gs to _Q am -any. 0hall be rcgqrdcd!�Ji-eanbj-__fiid:* fil 'Ib b I ic�is pom e eavorninercia priia L Aik- ticil t6hcermng _.y. ---d- uaU '46 'A611- ' -:4) y"Materia -an -W( nW. jq t - be tind. - L y Are -ihadc:6j� .4 temefit.7 Und catiom Qfbi� . ­ .- Z late p. p in,pro ucti6iMVeiDnimercid). th st A bq�, ' m' use ci, of A quili ials-iiW16d ,siJhio. Mi�ii6�-'fiuff diii Mhesm� itgnis thall be t qn W� 61 -ghd con�cu such iteing and sbal ea-* bkth p -in iolicif x 6jdcnce4 L9-h,: si _gn I ION NAT -def -if off razos Co -coritraet for auft. eror.br the gaches arr� of the lerins - -iii@ud-'m"'g.'-%"v'�'a'rran'ties-.'( 'Je::-6ffcror Vdcbmes Imso vcnt:,or co;nmits; �aq __F!iiffer�r: or'-&.th k% - -which 4' fion" 'is"" -ad feib -tiernAv in" in di ton to an er e4ies d7wifibulq-may, ave m. aV`qr;,c ted II quity. DefMvinay.be irni to. failure io d- H the-, Tppe 511 111 nt IYET� Rjey r ppods grifflot. iitrvices A in. eproper*amou tWinne, Ahdlmlo properly& orih k d rikect"-�all bih& -6bfiiationsAnd' n tays; �pon ,,Pr cc t -e6ritmet withotdi th .1rew C�rk. a;c!�_ un.y, 160i��te ifie j3q) days vffiqo ­_11c) CC OF, AUUQUIRENEENTS kPoL Tog &kFIFICAT. INSURAWC i% dTbki_INSUR4NCE �-Y -eib ;before starting imirk f6r Brazos unty, mps razos County a Gatificee -of B 66ieefmm.a 4u PAPY pr.con_vm os Witth an A.M. ,X 'A censed to. write instuance in est� 'Ratirig, 6 e state ctor is e;4voraby t6c Insiiianco, as f b lb.WS: ih OCT as, sho�dng "th EmWov Wbi StatWoWiZ iit� Iii Wbikeis gg62bjh�mfion lastiranw W1 eks surance in the arn6u44 1. - -6, . .— - I I I Ih . .. 'i . 1. _... lei,'th6.eofitTadtof.s all re'quire the iiibcoiAiacto 'ev -any rk is iiii r shab hi- % -1 idcii,�c of' uc-h -co�emgc an-d-, mse b iiD fd 6 _kcquirp evi S toverage on is re Sec. 401.011) �er of.so �e mc _,quirl. _3 InSUranCe i�ith a Am Th� p y . ......... ... in�d Singld.Lii 0, lie -Al C D iht,cdmji� sive Wen --ts)WI -iabilit -Oct' -'vbd ho de Gientral L Y 1986/90 % as an -a otml ddiO razos 646ty d s j�Jde n'olicies'%vill -be.-accemable'Without Mation-is require' aim issioners i gy th 6i;Wii ani �'SIjO00,QW-,12.6;nbinid ingto L4�itjn alholf- Withthe contract.' Mth� 6,d' or hired. iipk 4iqd&s used mcii6ection w I,Ov6m non -owned 1he :,ce calco Insurance fuM aifi-a Provision- at phider joed.tbBrazosC Oilt. th . . . . . . . . . . . W, Vo g. P :z 'y F. M;� j! 4 'hip, �Ouwv,, p 'led.-orinkterial af 30 days Titior tiotice has. - 01, A b6' tkntfl - azosk nt Y nossf, es,ppe clam.-P DftfltdfiOnali Ind ktii�tqr ons-on. d4uthority.of Brazos Zb i6d.--c�nditf6& of - thd vebritriq4',tnd� pt..not Imp 'Itoj­ `pht0JnW,�ccrt;dq- tam -uw d tritioft .16 Sat i�em 040 nso s.qn&.IjnA"qg OF HiWitj, d imitAllo f -ii -vitki 9w; V91 �hts,Ieqiedie-s -h ts-and MUMS;, MIT itioiiS'tif Ii4lodS �Ip tjoj:jjfI-, tb anoifier,,J'i*W'y'*'JflW­ b'd f, atw� -.6niw&s�-idihird' 'se ent 4t A m! �0 - L 66xifipitjei�ii -iind Wilidid he Wilding an N ': '* ;'it au i� �y ibb liw�* ab" Rhoj razos.- an' ohitittifi-O -the" ou pty -.c , T-� Ub 66.OYMC (it tesp or. dir SQf' c':o'Wsiitdd iA mak-Irig Br s County nt 66 npapiwon.-and/o r:avy'b� kiIbr contractor"we udiag li:ilt Fe mo rjhd cofilrddor einploytei add/or Cal nsa y ­q W"-tb4LSW( Aing,in &.-c6fiti�t i6ll �c "cort'siro'O'di"Jas mak I ng, Brd=, P oupty'1,40,�i w rdi- e 'or. AiSAA�-Sw p L �tn d refid, i qp J&urred bi ik`�ofitr.Wi lroatbiia S, e ;I6bvEftEIr;x.IMMIUNrfY- t�nj thai z ive dr. relinqiiisli , iy idiroutill LY dct6e bn # f bn� 4�ciqq�6n of.ihis t o,yeqs;,Ogcmsj:and,vb unteers as a resu t A, if, th6 toAdvifit! iconWinedleieih. Furt6r,�`Ara'zovCounty, s nbt,resj�dnsib 6 for �`thjji'&'coupq #nd scupe Iwanses ram any-'actorormssionjuade NO ass time civil 11abilit 'j�der%ny.Ahe�q y oiAhe,.Mjoi� of.ih6'4ontra�i6fin,*vlding:fcM6 biieund Cr. Idw f v�. x '6�' d g� ng' hereffi,or;asiO -be:'designa;4djn�writiuibyi�c. t1me 'b I to lb— 'n dd�6s'ses: Q Z­J 4/ vot. .. .. -, . .1 . . . ', * - -:. " . . - . . . ... x" , 5 , . , . . . . , �:;,m�Ll��, _�� lj-:j�.:r .. '... , - ­ . . . . .. . ­.�,�z . . ��' - ... _:r,. . . , -d __ - . "' , . , � "I . .��, Y ... � , . !_. I . . . , ... .,�� - � - .: .4- �.` .", - , ll!� .. , j. I I . '. _ - - -` - n. -.. ...., .., -- ;i. - . ".1 _ - ....,, .. - ..', < ; z;: , . - •'E-t chi.%.,+ �' -�,�..f. - _ 'i' :.,K � �' -fit t�`� ;n.�:.•,' ... .. - - - - 1. 'L R y -i ..� .. 5y��� t:•Y.-�1':'+'. ... - Y�, ._: . . .. ,.l ..`i:' ... . ': Sys' 1 : U::. , k _ . .. .. - - I. - _ _ . _ _ yi t- 'n - ; .2 . y ?. A i G "f % - t- . .. .. ., •. _ :.i �';.t i to t.. , . . ;,'. ahp� :. luauiusango sexaZ aiil 3p ��ZL £'ZS '. *oa paimbai. sg `Pa1aI�P,;io paaa}{u a9 qj stew pud _+twispuew ' sE;-uolslnaad snl iaidegogtis iegl 3o,luaaltibia a tnun 6idu7oa of site; �Slieuoryualu[ ao�ClStnntouK - °:, iopaah xo aotgea u atlj Jl°'lsaieuitwai:.oq uea.loftoo�agl aetij 's aa3­11-e sgpuan ao_ aolo>3altiva a�{l pua � '- laeiitio� sitll;dl dldd1.g,Ci;lu `apo� tuatxtwano� `'ZSS,�atdeq� ,`'i laldttgogng {o s;uatua m6a.. a ... a luoa J L^ F ``= ' YV at{;:gl.loadsau tgirrt patbnpuoa aq lei} sjipng gonij,a' aidoo qj jt i'(, crj:sozeig apu►arld Begs aolaaa�uojq } ,, , am osai satin ite. a a ouoo $ jtpne ll P , . l.: Ile P P P 1. F. , • I. " Door .q ula�aa' .Iles :3btotuliuo3 atP `spiIN! f t • .. .. o i c;iituaipa-�uip;b5i ntei l�Pa3 ao ajei§ ,Cq paun6aa spo ad atoll flags 3o itdnwtdxa aql oao3aq .oi ' a ` ' i st' itpris. us 31: 'sa3uego. •gons. t[tuK ,;ildutoa lids' o es;uoa. ' 'iooas uoill.ualai Su► far?n�a"; eaa - !o sP : P•ie i I l?a3 �.- + :, 32f <`- ` in aams ;liupua�o�' atp.tn mono sa5tseya:Jl n+el luiapaj io aiels Aq paambai potaad aural 4t ion a19elsene _ ' ;.. opEut pug iotoealuoo.:,tq, pau itlaa ag..�leys. spaoya,i. gang •�uauituanocJ satels P IuQ �t�.31,s auaSe , l' *:S y1. '"A-., pue (sielaotuauiaasotib nnl patuiodde Slnp`ao is}aua� aotaadsul `saxaj3b a181S-aNI30 �o;�pnl�a41 W f paliwg.lou lnii `$aipnloul}sexay3o alv} agl'saAg%uasaidai puzuolptiu. Inp It `,ficina �ozs g' (q.lilint;� �,- ao3 iolat tltio� aql �q, alflellene apw# pue. paulep;1 o9 Ilegs ioioruluoo alp ,tq ,Clunoa SO241g,o1 pallttugns , ^ r �; i f `f saotomil io3 uolle}uaumaop galpotidns ptie 7otiltioa s ua�tuti paptnoad'aoi uas aqi of gullelai .p - . i Ild �, .•. `sox �a �o >�IOLL spa crnl jai v� � �:i . 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' ` .. i Tv tv �. 1y t3 7 a-.•i-;.n-..w.✓. .. 5....�t'. �_! ._ vl `::: w. Y . _-J i .Y^3i,:'.'`. '.1 L. , .:,4,s;�i:.':,'i l..,a`�.•. ::<'C _ ... •]..^. :,. 1_, tl..igi`d�»5` .'Lkr a'E.g T .=!ate +u.... :-,�ti-i' �. s�sL-.:.x-u;.:u .:.3-.... m_ti.1. . -.. _ .. 6 _ m - �. �r. ;?k�- �WZK­ v, contr2cf] tog' 9 XL 'GOVERNMENT CODE §2 '6 .62.027 'FA #Ecf1ON *iti THIS SEM­ a NPIEFE 7m ­n v., j to wcoutratt ior other q* ctf6wwith.A.P6!3"4 ;t,:-- . Governtn6i Code §262.027 teir veiWns tar, an h award a i�4fiiract to 4'6 i�6 -frihi�n vidi .4ig"ison� S 0". -apparepa. o.w, I Wild successful proposer: is iri Ain -'pro p. -cor "e6;Vo!A ton hF' _P dw, pn pdratW, honprdfit. 1n'6'1u&§`,an Ifidividual, .616 ' es -or 'entity other that prop'' mUds p;-joint, -us - 4.: th ion wit '-t avonuact, or other or 00!y w I q4 approval by the qW'diwiQuAt 9 QU rt '? .. b"'Sk,�Mi-i�blttde',,delinq.uent taxe�. D e t,Vfini�� fees, - k 17°.jd' "Fdofltdardfd.bf i contract by he Cohnmsionefs, 'cb'ud the hchiiing epqrbmentwilt thtcnAhfoficco&t from)s Countygxbfiic above, .that 'ireel.statement"ected of' account., will -be placedin4ha bid file,bidorproposal'tliththe-&bt -P*omqr'and !!rip uninat.j.' iiv t rewqmrtijbfe�;�cfl trigit f roin any"fuither _ '�pci�son" ana isiorjs-�hdlu' 4ply to any owned 00y qwnedim -cipm jhbsd,prpv. GO, ted qr, "re'pr4ekti@ by � mdeiited to the Countyy. p: :Person F.i6;WdiAduafs that have oftersNp tqirs.Jqi drls,;Vud.bqard,. hd imciaie directors the~ 4 am; 11M, ofr, IN-. 06 'Ant _7 N; Z 4fj n Pg. Vol. .7, .4zc�46ct KIX ob-SW RAZOSCOUK�.... ­!aM OM Brazos County rs'federally mandated j*Aeu,tq* 4ki6ons provided is theiTrm"den*§ c_Wvb Or&er 110) j3224, -Ekee __-M!Ve� �&fD0j764'FI.TIMC119BI6Ck iog prbpcrty and _&ii %rA 'NiicffisW"h6 `Cmqi;Tbrimicbammft-orsuppart Tawnsmcffalvp9124f200J-gudin)Nbbsultien.tCIzesifidet0itAi'.; -7 c ueqwjddbs/ver�d&siO#the F_deral PeniM Pi- Wc*Lbt- is inclaswe of the ijjia States Treasury Mcd of FoMgn _Cobtrdl (OFA bi(44aficmal ni cditibisVath fespo. v W?n!Piti j)* U. pate�M, �_-ied-w,=y-feding,-mate or Local g00 rp. .6ftal entqpnd I_W1R�n&.-MIYQ n c6olianij ­ ii tioiqo vixasikw -' , , federal govetnorenl teftbfisM)ch7,P;0=fibcd 6zecudve OrderEntities i6lij -t federal jioCM&niarifisted at 'non e6iiint sWcmcnl:6bWqhat they b& W sate understo.44firms the -d, .,:4u)y authorized grcctitc this '0,d; in� -p y -U6 i6 ic' an this prop osal, z tender the yisif6.09ubtiflc-F, Mile 0,13overninerit , lly and _7 q the term ofthd.6bfitr=L 2: Wul;ii t W�Cott Isiael.,441ft mTent C; 1, 14. 02 Taw Gov'c' matin activities _W g Mstpm iy aq tict',ilia,-is into " ed wpen ictecoathichaimon, 6tlimit comneiciai,teliiio;fs specifically .hIsiidor or.efility doinb6i4wssin Israel 60nzfilsraili-ionfr@led Iiriozy,�b does �flncludclri,icilqn made a ordinary:b4oni6s.purl: 7 ation,'co"" rg 'partnersltip, 16�01brlt sole ProprietiXthip, 61`P!112afidn-�' oci TP-0 on, ;°limited.paitnership, limited i�,V - oraity 1M bdiia&iii W—W TIC4*9 y -yen ?M, vhohy, -6&dsibiidiaiy,.rfipjority-owned p 11tary, parent ciiq!fiaq. or.Wiliarp of enti es or..::.: LIS X -to make a profit d entis"pursuant to 5actioit22?4 002 of Yoko Government spandent boycott d 4 verifies thai Respondent does no -do boycott t bo�y ek -_cbhipanima�dWili not enemy compahies during thettrin gfibc laofitfact. If Respondent does not make Max Y&M �on esp is not tcq Respondent milui 'soijidicitteiti iis*Re4onsi and state why the �ejjjfltmlidni d 6n 2274-.062 UA�Jexas Govemiridnt 'wn . d cn(isTeq6irdd'Wni ak' eaven cafioxi.pmuantto'SecAi �� �'; - ° " t Code; Respondent verifies that it (I) does aof.huve a practi-6iAiectivt that o;'ji�.ilcy �guiaance, )4will.n6t jiscriininate during the inatese gStetirm entityi -trade-a rem mci _orf ginst dentildi-s hotmakd that ct entily-o trearm trad e �assoiiia6ott if an AcAon is noto0red. &v,,en* I T-4 7z,h --,—A4*0r4qjd Compan y ntat vef V 7­AddpjsS- 11> Signa V40L ue .7- Itire 'a :J 3 V pg..0 39-9 JeOntf8d NC6 WTS?l -- - ---- BRAZOS.00UN of It rages ;.CERTMC-ATJONOF-,O, c non-&binmfii, -stateifienf sbo!6e •tfi I aqfi.ctw'Aff ��dily autho-riied with .- tq:_ :.c �:wi,-Cdritra4-that .tt&-bld,has -not bem'p'r'e'p ared in iffion*. �ny or, and thulhd -Contents of thNd have not been'wtnmumcatedto any ofh6r,,Qar priortothe" flivid], 0 -OPF;1,,!A ell - fs. -wl `--t�Addres§- 2&g.U.60 5e. 06dr &0 f. d' oo� LL A P 4-i 4. romp is' .Oy J ra Court on this r e:oosiqon of CUt IL -'The hHowing.ftems shouid,be Ompleted and Muded in your bid s misdan. -Faflure to include these items 6fify.yGirmi. 4-, _qt -vx-cA. &Cm &ovCrnjuent Code §261.0216 for Tax Verification -9)-- GE -,0 4fouk:)BRI 89 &-Mebartrfeat-Verifitafion RAGE 10) '.-AllAddendulps:(it.up.pli6able) _P9 1389 N Harvey Mitchell Pkwy Bryan TX 77903 (979) 775-6239 Fax: (000) 000-0000 TO: Brazos County Auditors Office Attn: Caleb Coppinger P.O. Box Drawer 914 Brazos Co Road and Bridge Bryan, TX 77805 WE ARE PLEASED TO QUOTE YOU THE FOLLOWING: QUOTATION QU073 NO.:313252 - 00 DATE: 12/10/22 TERMS: NET 30 DELIVERY: Ptenu reference Quote No. on CbrrespMdmee & purchase ordra on"apum Df WIM Manta WmaerenoTongerguarentedngpO tegforaOnapubt% evmaawenorderhptaotd. Prtdngmeyebaageoptotbtpo%tofSbtpmecL QTY DESCRIPTION UNIT PRICE DISCI TOTAL DIR CONTRACT TSO-8145 ------------------------------ R&B Repeater 1 DR420-B Antenna, Omni, 450-470Mz 9.2dB 2,400.00 10.0 2,160.00 Omn/10.4dB Ofs 8-Stack Dual D i RPH-1028 Rfnl028 N, (F), Straight, R98, 9.18 10.0 8.26 Crimp 1 RM-1005-3C Rfn10053c N, (M), Straight, Lm 7.03 10.0 6.33 R-195, Rg-56, Crimp 2 L4TNP-PSA Commscope 1/2" N Female for Ld 22.94 10.0 41.29 F4 5 LMR-400 3/8 Lmr400 Coaxial Cable 1.39 10.0 6.25 2 PJN-1006-3I Rfn10063i N, (M), Straight, La 7.03 10.0 12.65 R-400, 9913, Crimp Continued on following page OMMSUBN=TOSMMNC&fGl PUNGANDSAUSTAXIFAPPUCABLE TELMSSUW=TOCKDrrMr EW v BY Mark Conley 390 IMQUOTAT:ON DOES ASALEs ORDER UMZ5SMGNED UV YOKOURCLIUM SEETERMSA"CONDMOMOVS4LEATTACHED. Accepted by P.O. NO. NAME ORPi? Date AUMMUZED SIGMATM MOTiDROtA www.texascom.com MOMHOLA Ar �Sar Vol. 391 Pg. QUOTE NO. 313252-00 Brazos County Auditors GMce PAGE 2 DATE 11/10/22 QTY DESCRIPTION UNIT PRICE DISC TOTAL 1 IS-B50LN-C2-MA Polypbaser Arrestor NIX-N/F 93.99 10.0 64.59 220 LDF4-50A 1/2" Foam Heliax Cable 2.27 10.0 245.26 30 LMR-195 Double shield Rg58 .72 10.0 19.44 12.50 TECH -STD Installation & Basic 100.00 1,250.00 Programming Road and Bridge Installation 19.75 TECH -HIGH Technician Services & Advanced 160.00 3,160.00 Programming Tower Climb Labor ------------------------------ Courthouse Repeater 12 DB5 Bracket, Side Mount, 2011, 3" L 45.25 543.00 Eg Capacity, Galvanized Steel 1 MFB4500 450-460MHz Unity Gain 139.18 139.18 Fiberglass Omni -Antenna 2 RFN-1005-3C Rfn10053c N, (M), Straight, Lm 9.49 18.98 R-195, Rg-58, Crimp 2 L4TNF-PSA Commscope 1/2" N Female for Ld 24.68 49.36. F4 2 RFN-1006-31 Rfn10063i N, (M), Straight, Lm 9.25 28.50 R-400, 9913, Crimp 1 IS-B50LN-C2-MA Polypbaser Arrestor N/M N/F 80.25 80.25 5 LMR-400 3/8 Lmr400 Coaxial Cable 1.39 6.95 80 LDF4-50A 1/2" Foam Beliax Cable 2.32 185.60 30 LMR-195 Double -shield Rg58 - 1.32 39.60 1 E220 7"x7" Entry Panel 4" Hole Size 32.40 32.40 1 BU22 4" Boot Assembly, 1/2" Coax 39.53 39.53 2 Holes Continued on following page EVol. 3� % Pg. -1- QUOTE NO. 313252-00 Brazos County Auditors Me PAGE 3 DATE 11/10/22 QTX DESCRIPTION UNIT PRICE DISC$ TOTAL 1 GBI14212P 1/4x2xl2" Ground Bar 102.45 102.45 Includes Insulator and Bracket 1 294685 1/2"Round Cushion 2 Hole 5.36 10.0 4.82 1 C20100210 Port Entry Feed Thru 4" 1 Hole 21.42 10.0 19.28 1 294573 4 "Boot W/O Cushion 20.14 10.0 18.23 12 TECH -STD Installation a Basic 100.00 1,200.00 Programming Courthouse Repeater Labor 9.50 TECH -HIGH Technician Services a Advanced 160.00 1,520.00 Programming Tower Climb Labor Must Have PO Before work is done! Item summary 11,012.00 Subtotal 11,303.81 Discount: 291.81 Freight .00 Sales Tax .00 GRAND TOTAL: 11,012.00 EV0 p9. i s ions va8 THE TEXAS A&M UNIVERSITY SYSTEM 301 Tarrow Street, 2nd Floor N Avim College station, Tens 77840 x Mmimum Prevailing Wage Rate s • County: Brazos CLASSIFICATION RATE NOTES Acoustic Ceiling Installer 15.73 Asbestos Abatement Worker 13.06 Carpenter 15.95 Concrete -Pour and Finish 15.39 Crane Operator 26.40 Driver 14.47 Drywall installer 16.20 Electrician-Joumeyman 25.70 Electrician -Apprentice 20.35 Elevator Mechanic -Journeyman 55.83 Elevator Mechanic - Apprentice 48.10 Fue Protection - Controls 17.72 Fire Protection - Pipefitter 20.61 Formwork Builder 14.58 Glazier 17.69 HVAC-Journeyman 25.09 HVAC -Apprentice 15.81 HVAC- Controls 21.80 Jnsulator 16.01 Ironworker 17.42 Laborer/Helper 12.73 Mason 19.13 Equipment Operator- Light 14.97 Equipment Operator -Heavy 16.76 Painter 13.18 Pipefitter - Journeyman 32.56 Pipefitter - Apprentice 19.35 Plasterer 15.51 Plumber-Joumeyman 30.74 Plumber -Apprentice 20.32 Reinforcing Steel Worker 15.78 Roofer 19.94 Stone Mason 18.12 Terrazzo Installer 13.08 Tile Setter 15.73 Waterproofer 14.91 Note: listed minima ymailing vmge We is the base hoesty wage rate hck&g fringes. F. iL Pg !® BRAZOS COUNTY BRYAN, TEXAS DEPARTMENT: Road and Bridge NUMBER: CC2023 7-11 Ranch Ph 2 Lot 106- R Final Plat DATE OF COURT MEETING: 2/7/2023 ITEM: Approval of the Final Plat of 7-11 Ranch Phase 2 Lot 106-R being a minor replat of Lot 106; City of College Station ETJ, Brazos County, Texas. Site is located in Precinct 1. TO: Commissioners Court FROM: Karen Tyler DATE: 01 /27/2023 FISCAL IMPACT: False BUDGETED: False DOLLAR AMOUNT: $0.00 ATTACHMENTS: File Name Description Plat Application 7- Application for Development 11 Ranch-Ph-2 Lot 106-R.pdf Plat 7-11 Ranch Lot 106-R-RP-2023-01- Plat 25.pdL Type Backup Material Backup Material APPR V!ED rT1P-3 Duane Peters Date County Judge Brazos County Road & Bridge Office 2617 SH 21 West Bryan, TX 77803 Telephone: (979) 822-2127 Fax: (979 775-0456 Email: plats(MbrazoscounbAx.gov PLAT APPLICATION APPLICATION DATE': $126/2022 RESUBMITfAL: ❑ YES NO PROJECT / SUBDIVISION NAME: 7-11 Ranch Phase 2, Lot 106 Replat PROJECT ADDRESS OR LOCATION: 23260 State Highway 6, Navasota, Texas 77868 LEGAL DESCRIPTION: Lot 106, 7-11 Ranch, Phase 2.,Brazos County, Texas. (Deed: 172891133)(Plat: 6281661) IF RESUBMITTAL. PROJECT FORMERLY KNOWN AS: NUMBER OF LOTS: 1 TOTAL ACREAGE 15.010 JURISDICTION: ❑ CITY LIMITS [] Col(ege Station ETJ ❑ OUTSIDE ALL CITY LIMITS AND ETJs ' Notification of Application completeness will be given Within 10 days of Application date. All incomplete Applications will be rejected. This Application shall expire five (6) years from the Application date of the project. wry+-emyw� r7n,F. iY.�� .j,,.,1,..„.� <iJtiii�,';;, [S Ny t •V f4.�J 1 t•1 l�yG } r •e+ ' S V!?t7.cM'�t4 i''l�. :. r' > -7 ••araa!:, r t • s'p ^n„{•: — � f � �z �''•"i=l?f�G �fK;"IiJSZ.�1{%34Sif�.c llf,-. 2µs.K !t: +.�@'� I;E 4. �•.:_�i�, 'IrE: �,y,� �,�,`' ry 7'I;ji�'f 4 ,�V�t[i�. tcy,�- Y�.'.fU_ ry �.i.: i�iP.RL'..a{.RN _C ..i ■ ..J..:ttWt .t , SIMPLIFIED PLAT ztES PLAN AMENDING PLATPRELIMINARY •,b,:.i.pcFux� . J t ?ir;�S';,`•?.,')t a�rlaPyPLIC�1iIUNP.LIRPOSE (kY ,.S*C-a':•Y.m %ail.:EiF.•.Y. .3J. IS ANY OF THE PROPERTY LOCATED IN A FLOODPLAIN OR FLOOD HAZARD AREA? ❑ YES Q NO Acknowledgment: The flood hazard boundary maps and other flood data used by Brazos County in evaluating flood hazards to proposed Developments are considered reasonable and accurate for regulatory purposes and are based on the best available scientific and engineering data On rare occasions greaterfloods can and W11 occur and flood heights may be increased by man-made or natural causes. Issuance of a Floodpiain Permit in accordance with the Brazos County Flood Damage Prevention Ordinance does not imply that Development outside the areas of special flood hazard will be free from flooding or flood damage. Issuance of a permit shall not create liability on the part of Brazos County or any officer or employee of Brazos County in the event flooding or flood damage does occur. WILL ANY CONSTRUCTION OCCUR IN TxDOT RIGHT-OF-WAYS? ❑ YES ❑'' NO COUNTY ENGINEER ❑ ADOBE (.pdf fife) ❑ AutoCAD (.dwg file) (Email To: plats@brazoscountytxgov) 911 ADDRESSING ❑ ADOBE (.pdf file) ❑ AuteCAD (.dwg file) (Email To: gis(abrazoscountvbcoov) Vol. PROPERTY OWNER INFORMATION FIRM NAME: same as APPLICANT INFORMATION CONTACT - ADDRESS. CITY: STATE: ZIP: PHONE: FAX EMAIL: ENGINEER INFORMATION FIRM NAME: McClure & Browne Engineering/Surveying, Inc. CONTACT Jeff Robertson ADDRESS. 1008 Woodcreek Drive, Suite 103 CITY: College Station STATE: Texas Z1P: 77845 PHONE: (979) 693-3838 FAX (979) 693-2554 EMAIL: jeffr@mcclurebrowne.com SURVEYOR INFORMATION FIRM NAME. McClure & Browne Engineering/Surveying, Ina. CONTACT. Gregory Hopcus ADDRESS: 1008 Woodcreek Drive, Suite 103 CITY: College Station STATE: Texas ZIP: 77845 PHONE: (979) 693-3838 FAX: (979) 693 2554 EMAIL: gregh@mcclurebrowne.com OTHER INFORMATION FIRM NAME: CONTACT: ADDRESS: CITY: STATE: ZIP: PHONE: FAX EMAIL: By my signature. I hereby affirm that I am the property owner of record, or if the Applicant is an organization or business entity, that authorization has been granted to represent the Owner, organization or business in this Application. I certify that the preceding information is complete and accurate, and it is understood that i agree to the Development/Subdivfsion of this property. SIGNATURE PRINTED NAME: r" W �nV� DATA:: - SIGNATURE: PRINTED NAME:� t/ Gv DATE ( ,0 L4 By signing this ford( •the Owner of the property authorizes Brazos County to begin proceedings in accordance with the process for this type of Application indicated on page one of this Application. The Owner further acknowledges -that submisston of an Application does not in any way obligate the County to approve the Application and that although County staff may make certain recommendations regarding this Application, the Comm'isslonefs Court may not follow that recommendation and may make a final decision that does not conform to the staffs recommendation. '��' � �*1 •t tYr � Y'fr''��x'�� JiT��4' }�'' `��.�t�'�i i i` ( q. 4fVy( ra - ap�Geh`•.vq�tr,a ...rq-.. r .c ! �b Y� � 4 'i rC'ALCUL4AT10NS OF�FEESI' e `�o -Ai' ..:—L::_.•ew-L+..�uti:i_:x51..�'_,st{J;�.tari�b.��uSc.ebsclrw.x.4..&�+.:;i O.�Yri!.:..,�L.'.�.��7 ER ■ 11 1 1 per lot T. F NA 11 1 .- • ■ - i!!it� $100 _J DATE APPLICATION RECEIVED: / / I DATE APPLICATION RECEIVED / REJECTED: / / SIGNATURE: SIGNATURE, Receipt of this Application by Brazos County does not provide confirmation or acceptance of a complete Application, not does it waive requirements for any additional information not contained as part of this Application which may also be needed as a part of the review process. 1 Application Check List: Copies of finished plat smith corrections (if any): ❑ Three (3) hard copies to Brazos County ❑ One (1) .pdf copy to Brazos County ❑ One (1) .dwg copy to Brazos County ❑ One (1) hard copy to Brazos County Health District ❑ One (1) hard copy to Brazos County 911 ❑ One (1) hard copy to local Water District or Company Letters of approval (to be sent by the approving institution directly to Brazos County Engineering): ❑ Letter from Brazos County Health District - For On -site sewage evaluation. ❑ Letter from Brazos County 911 - For Road names. ❑ Letter from Water District or Company. - Stating water availability, etc. If property is within an Extraterritorial Jurisdiction (ETJ) of a City: ❑ Approval notification from appropriate City. Applicant attests that they have signed this Application in the capacity designated, if any, and further attests that they have read document and the statement contained herein and any attached are true and factual. All Applicants are encouraged to review the County Regulations prior to any plat submittal. It is understood that - this Application is not finished or dated until all documents listed above are filed at the Brazos County Engineering Office and all applicable blanks are filled in the Application above. Vol. 3gq pg. l Every Simplified Plat,shall include all of the following: [j Title Block with the following information: [°] Name, address, telephone and email address of Subdivider, recorded Owner, Engineer and surveyor. Proposed name of Subdivision. (Subdivision name & Street names will be approved through the Brazos County 911.) (Replats need to retain original Subdivision name.) Date of preparation. (Include the date of any revisions on the plat.) 0 Engineer's scale in feet. Total area intended to be developed. 0 Proposed number of Lots to be developed. Re -plat or Amending Plat, existing Lot and Block description or Abstract name and number. �] North arrow. Q Drawn on 24" x 36"'sheet to scale of 100-feet per inch or larger. Subdivision boundary indicated by heavy lines. Boundary must include all of Parent Tract. [Q All horizontal control and vertical elevations depicted on the plat shall be tied to NAD83 and NAVD 1988 Datum. �] A vicinity map, drawn at a scale appropriate to show all nearby major Roadways and sufficient in detail to identify the location of the proposed plat. R All adjacent property Owner's names, deed record, or Subdivision name, Block and Lot number, and existing use. Q Ali parcels within the boundary of the Subdivision shall have a Block and Lot number shown on the face of the plat drawing. 0 County boundaries, City limits, Extraterritorial Jurisdiction (ETJ) boundaries, school district boundaries and Subdivision section and/or phase boundaries. Q Road names and Right -of -Way width for all Roads. (Existing and proposed) All existing and proposed plat boundary lines, phase/section lines, and Lot lines with bearings and tt��11 dimensions. R Utility Services. (Water, wastewater, electrical, natural gas, cable, phone, etc.) [� Pipelines: label company with volume and page. d All certification language as found in Appendix C. [� Easements and rights -of -way shall be dedicated to the public. The dedication of all Easements and rights -of -way shall be accomplished free of liens. The dedication shall be accompanied by the Certificate of Ownership and Dedication language found in' Appendix C. The Owner's and any lien holder's dedication, and restrictions if any duly acknowledged in the manner required for - acknowledgement of deeds, shall also be provided. All proposed Easements and existing Easements of record that have a designated route shall be shown on the plat with bearings and dimensions. The Owner shall be responsible for coordinating with all Utility Providers the location of all utility Easements that are shown on the Final Plat. Q Building Setback Lines for each proposed Lot as defined herein. For Subdivisions located within an Extraterritorial Jurisdiction (ETJ), this may be shown on the drawing or included as a plat note. [:! Metes and bounds description of the property to be subdivided shall be certified by a Registered" Professional Land Surveyor (RPLS), describing a beginning point and reciting bearings and distances to a corner of the original land grant survey of which the Subdivision is a part; according to the best available data. (Shown on drawing; not separate description) El All Subdivision external corners, angle points, points of curvature and points of tangency shall be set by a Registered Professional Land Surveyor (RPLS) before the plat is recorded and shall be a TxDOT "Light Duty Setting" monument with an aluminum or bronze disk as specified in Appendix C of the TxDOT Survey Manual of April 2011. Alternately, Bernsten@ Standard Aluminum Base monument (or equivalent as approved by the County Engineer) embedded and backfilied with compacted sand may be used. All Daughter Lots, Blocks and rights -of -way within the Subdivision shall be fully monumented in compliance with the Texas Board of Professional Land Surveying Act and the Board Rules set by a Registered Professional Land Surveyor (RPLS) before the plat is recorded. R Primary control points or descriptions and ties to such control points, to which, later, all dimensions, angles, bearings, Block numbers, and similar data shall be referred. The plat shall be located with respect to a corner of the surveyor tract, or an original corner of the original survey of which it Is a part. All boundaries shall be tied to a County control monument. E The plat note regarding Owner's responsibilities as found in Appendix GA, if not contained in the Owner's dedication. [] The On -site Sewage Facility (OSSF) setback as required by the Brazos County Health District. (] The location, zone classification and panel Effective Date of the 100-Year Floodplain as identified on the most current Brazos County Flood Insurance Rate Map (FIRM), published by the Federal Emergency Management Agency (FEMA). �] if there are any areas within the plat that include a FEMA-mapped Floodplain with a zone A classification, or if there exists within or adjacent to the plat any water courses whose upstream, drainage basin is larger than 64 acres, the plat shall also show the extent of the 100-Year Floodplain as determined by an engineering study under the seal of a Registered Professional Engineer. This study shall be sufficient in scope to determine and establish a BFE for all points within the plat. BFE's shall be shown for all points within the plat, as determined by the results of an engineering study. For plats where a FEMA-mapped Floodplain with a zone AE classification exists within the plat, the BFE established by the accompanying FEMA- published flood study may be substituted for the engineering study. [] A minimum lowest finished floor elevation (FFE) for Buildings shall be established for each Lot within the plat. This minimum FFE shall be twelve (12) inches higher than the highest spot elevation that is located within five (5) feet outside the perimeter of the Building, or two -feet above the BFE, whichever is higher. [� If any areas within the plat include a 100-Year Floodplain (as determined by the results of an engineering study or as established by FEMA), a benchmark shall be established by the Owner within or Immediately adjacent to the boundary of the plat. The location, description and elevation of the benchmark are required to be identified on the face of the plat. The elevation of this benchmark shall utilize the same vertical datum as that used In the engineering study to determine the FFE. ❑ A separate drawing containing both existing and proposed topographic information at 2-FT contour Intervals along with the plat boundaries, Easement locations (existing & proposed), and culverts (existing & proposed). ❑ The certification language as found in Appendix C for both the Commissioner's Court approval and the County Clerk's filing certificate shall be located on the face of the plat. These signatures shall be obtained after approval by the Brazos County Commissioner's Court. ❑ If any Lot within the plat will be served by a well or an On -site Sewage Facility (OSSF), a letter must be provided by the Brazos County Health District stating they have examined the plat and that it is in compliance with the Brazos County On -site Sewage Facility (OSSF) Regulations, Construction Standards for On -site Sewage Facility (OSSF) Regulations as published by the Texas Commission on Environmental Quality (TCEQ). This letter must be signed by a re resentative of the District prior to Final Plat approval. 3 t ❑ If the plat contains a water well site, there shall be a depiction of the TCEQ separation requirements per Title 30, Part 1, Chapter 290, Subchapter D Rule §290.41. ❑ If rural route mailboxes are proposed, the plat note as found in Appendix G.2-for placement of such mailboxes shall be shown on the face of the plat. ❑ if any areas of the plat are located outside of all incorporated areas, the plat note as found in Appendix G.1 regarding the requirement to obtain a unique Development Permit from the Brazos County Floodplain Administrator prior to locating or altering a structure or land shall be placed on the plat. ❑ It is the responsibility of the Owner to assure that the proposed name of the Subdivision is not duplicated. Subdivisions with different sections are considered unique. The Owner shall check with the County Clerk's records for verification. ❑ Driveway culverts for ail Lots shall be designed by a Licensed Professional Engineer. ❑ if entrances or driveways are proposed fronting Texas Department of Transportation (TxDOT) controlled highways, farm -to -market Roads, or others, copies of correspondence with TxDOT are required to be submitted with the Preliminary Plan stating that the general entrance or driveway configuration is within TxDOT's guidelines. Formal approval of the layout from TxDOT is required prior to approval of Final Plat. ❑ The diameter and length for each driveway culvert shall be shown on a table on the plat. This information shall also be placed in the deed restrictions for the Lots in the Subdivision. ❑ The Owner shall provide a letter of serviceability from an entity or entities providing water service or a letter stating that no service is available within 300 feet of the Subdivision and certifying that the Lots are suitable for private wells. ❑ Any Improvements proposed within the Right -of -Way including, but not limited to, irrigation, landscaping, sidewalks, Subdivision identification signs, etc. shall be maintained in accordance with an executed license agreement between the County and the Owner. ❑ This check list along with the required copies of the plat shall be submitted to the County Engineer for approval. ❑ Location and size of all existing and proposed subsurface and surface water drainage facilities, including water bodies on or immediately adjacent to the subject property and detention basins, If needed. ❑ All existing and proposed water courses or manmade drainage channels shall be located within a Common Area to be maintained by Owner. Vol. 381 Pg /7 Every Master Plan / Preliminary. Plan shall include all of the following: ❑ Title'Block with the following information: ❑ Name, address, telephone and email address of Subdivider, recorded Owner, Engineer and surveyor. ❑ Proposed name of Subdivision. (Subdivision name & Street names will be approved through the Brazos County 911.) ❑ Date of preparation. (Include the date of any revisions on the plan.) ❑ Engineer's scale in feet. ❑ Total area intended to be developed. ❑ Proposed number of Lots to be developed. ❑ Abstract name and number. ❑ The Preliminary Plan shall carry the legend "PRELIMINARY PLAN FOR REVIEW PURPOSES ONLY". ❑ North arrow. ❑ Drawn on 24" x 36" sheet to scale of 100-feet per inch or larger. ❑ Subdivision boundary indicated by heavy fines. Boundary must include all of Parent Tract. ❑ All horizontal control and vertical elevations depicted on the plan shall be tied to NAD83 and NAVD 1988 Datum. ❑ A vicinity -map, drawn at a scale appropriate to show all nearby major Roadways and sufficient In detail to identify the location of the proposed plan. ❑ All adjacent property Owner's names, deed record, or Subdivision name, Block and Lot number, and existing use. ❑ All parcels within the boundary of the Subdivision shall have a Block and Lot number shown on the face of the plan drawing. ❑ County boundaries, City limits, Extraterritorial Jurisdiction (ETJ) boundaries, school district boundaries and Subdivision section and/or phase boundaries. ❑ Road names and Road designation (whether the Road will be public or privately owned); pavement width and. Right -of -Way width for all proposed Roads within and all existing Roads abutting the plan. (Proposed and existing) ❑ All existing and proposed plan boundary lines, phase/section lines, and Lot lines with bearings and dimensions. ❑ Utility Services. (Water, wastewater, electrical, natural gas, cable, phone, etc.) (Existing and proposed.) ❑ Pipelines: label company with volume and page. ❑ The Preliminary Plan (including the entire Parent Tract if only a portion of that tract is to be subdivided) shall be shown on a single sheet, regardless of its acreage. The Preliminary Plan may also be shown on multiple sheets if necessary to show all detail and required information as required by this section. [] Size, in acres, of all Daughter Tracts. Q Centerline tangent lengths and curve data for all proposed Roads. ❑ Easements and rights -of -way shall be dedicated to the public. The dedication of all Easements and rights -of -way shall be accomplished free of liens. Vol. 3 eq pg. /S ❑ All proposed Easements and existing Easements of record that have a designated route shall be shown on the plan with bearings and dimensions. The Owner shall be responsible for coordinating with all Utility Providers the location of all utility Easements that are shown on the Final Plat. ❑ Building Setback Lines for each proposed Lot as defined herein. For Subdivisions located within an Extraterritorial Jurisdiction (ETJ), this may be shown on the drawing or included as a plan note. ❑ Metes and bounds description of the property to be subdivided shall be certified by a Registered Professional Land Surveyor (RPLS), describing a beginning point and reciting bearings and distances to a corner of the original land grant survey of which the Subdivision is a part, according to the best available data. (Shown on drawing; not separate description) ❑ Primary control points or descriptions and ties to such control points, to which, later, all dimensions, angles, bearings, Block numbers, and similar data shall be referred. The plat shall be located with respect to a corner of the surveyor tract, or an original corner of the original survey of which it is a part. All boundaries shall be tied to a County control monument. ❑ The plat note regarding Owner's responsibilities as found in Appendix G.4, if not contained in the Owner's dedication. ❑ The On -site Sewage Facility (OSSF) setback as required by the Brazos County Health District. ❑ The location, zone classification and panel Effective Date of the 100-Year Floodplain as identified on the most current Brazos County Flood Insurance Rate Map (FIRM), published by the Federal Emergency Management Agency (FEMA). ❑ If there are any areas within the plat that include a FEMA-mapped Floodplain with a Zone A classification, or if there exists within or adjacent to the plat any water courses whose upstream drainage basin is larger than 64 acres, the plat shall also show the extent of the 100-Year Floodplain as determined by an engineering study under the seal of a Registered Professional Engineer. This study shall be sufficient in scope to determine and establish a BFE for all points within the plat. ❑ BFE's shall be shown for all points within the plat, as determined by the results of an engineering study. For plats where a FEMA-mapped Floodplain with a Zone AE classification exists within the plat, the BFE established by the accompanying FEMA- published flood study may be substituted for the engineering study. ❑ A minimum lowest finished floor elevation (FFE) for Buildings shall be established for each Lot within the plat. This minimum FFE shall be 12-inches higher than the highest spot elevation that is located within five feet outside the perimeter of the Building, or two -feet above the BFE, whichever is higher. ❑ If any areas within the plat include a 100-Year Floodplain (as determined by the results of an engineering study or as established by FEMA), a benchmark shall be established by the Owner within or immediately adjacent to the boundary of the plat. The location, description and elevation of the benchmark are required to be identified on the face of the plat. The elevation of this benchmark shall utilize the same vertical datum as that used in the engineering study to determine the FFE. ❑ A drawing containing both existing and proposed topographic information at 2-FT contour intervals along with the plat boundaries, Easement locations (existing & proposed), and culverts (existing & proposed). ❑ If the plat contains a water well site, there shall be a depiction of the TCEQ separation requirements per Title 30, Part 1, Chapter 290, Subchapter D Rule §290.41. ❑� It is the responsibility of the Owner to assure that the proposed name of the Subdivision is not duplicated. Subdivisions with different sections are considered unique. The Owner shall check with the County Clerk's records for verification. ❑ The Owner shall provide a letter of serviceability from an entity or entities providing water service or a letter stating that no service is available within 300 feet of the Subdivision and certifying that the Lots are suitable for private wells. Vol. Pg. �_- Q If entrances or driveways are proposed fronting Texas Department of Transportation (TxDOT) controlled highways, farm -to -market Roads, or others, copies of correspondence with TxDOT are required to be submitted with the Preliminary Plan stating that the general entrance or driveway configuration is within TxDOT's guidelines. Formal approval of the layout from TxDOT is required prior to approval of Final Plat. ❑ For Road widening and drainage purposes the Owner shall dedicate the Right -of -Way. In the case of drainage that is provided for the Lots, it shall be located outside of the Right -of -Way in a private drainage Easement. In the case of drainage that is provided for the Roadway, it shall be located within the Right -of -Way. ❑ Indicate the centerline length of each Road in the proposed Subdivision and its design speed. ❑ If the Roads within the Subdivision will be privately maintained, include the appropriate note(s) per the requirements of Article 8 of these Regulations. ❑ Locations of existing and proposed private alleys. ❑ Locations of existing and proposed public areas. Q Locations of other public Improvements, including but not limited to parks, schools and other public facilities. ❑ The location of proposed cluster mailboxes, as required. ❑ All proposed Off -site Easements for infrastructure construction must be shown on the Preliminary Plan. ❑ Proposed phasing. Each phase must be able to stand alone to meet requirements of these Regulations. ❑ Location and size of all existing and proposed subsurface and surface water drainage facilities, including water bodies on or immediately adjacent to the subject property and detention basins, if needed. ❑ If the proposed Preliminary Plan is to be a Private Subdivision (containing privately maintained Roads), the title of the plan shall contain the phrase, "A Private Subdivision". Refer to Article 8 for additional requirements. ❑ This check list along with the required copies of the plan shall be submitted to the County Engineer for approval. ❑ Include a description of contributing drainage to the proposed Subdivision. The submittal shalt include the area, slope and type of Development in the contributing area. ❑ Drainage narrative in compliance with the BCEDG. ❑ Clearly indicate the method of sanitary sewage treatment and/or disposal such as, but not limited to, municipal sewer service, private sewage disposal system and On -site sewage facilities including the size and location of all proposed sewer mains and manholes. Preliminary grades for each main between manholes and the depth at each manhole shall also be shown. ❑ All existing and proposed water courses or manmade drainage channels shall be located within a Common Area to be maintained by Owner. Vol. 3 9i pg. Every Final Plat must include all of the items provided on the Simplified Plat checklist as well as the following: ❑ For Road widening and drainage purposes the Owner shall dedicate the Right -of - Way. In the case of drainage that is provided for the Lots, it shall be located outside of the Right -of -Way in a private drainage Easement. In the case of drainage that is provided for the Roadway, it shall be located within the Right -of -Way. ❑ If public Roadways are to be built as part of the plat, the plat note regarding the responsibility for construction of Roadways as found in Appendix G.3 shall be placed on the face of the plat. ❑ The plat note regarding Owner's responsibilities as found in Appendix G.4, if not contained in the Owner's dedication. ❑ Indicate the centerline length of each Road in the proposed Subdivision and its design speed. ❑ if more than four mailboxes are to be provided within the Subdivision, cluster mailboxes shall be provided and the location of such shall be indicated on the plat. ❑ If the Roads within the Subdivision will be privately maintained, include the appropriate note(s) per the requirements of Article 8 of these Regulations. ❑ Locations of existing and proposed private alleys. ❑ Locations of existing and proposed public areas. ❑ Locations of other Public Improvements, including but not limited to parks, schools and other public facilities. ❑ All Off -site Easements for infrastructure construction must be shown on the Final Plat with a volume and page listed to indicate where the separate instrument Easements were filed. Separate instrument Easements must be filed prior or concurrently with Final Plat. ❑ Proposed phasing. All phasing shall be in accordance with the approved Master Plan and/or Preliminary Plan and each phase must be able to stand alone to meet requirements of these Regulations. Infrastructure costs should be separate for each phase of the Subdivision. ❑ Location and size of all existing and proposed subsurface and surface water drainage facilities, including water bodies on or immediately adjacent to the subject property. ❑ If the proposed Final Plat is to be a Private Subdivision (containing privately maintained Roads), the title of the plat shall contain the phrase, "A Private Subdivision". Refer to Article 8 for additional requirements. ❑ in the case of an On -site Sewage Facility (OSSF), the Developer shall be responsible for providing a Development Plan, as performed by a Professional Sanitarian, a Licensed Professional Engineer, or person certified as required by TCEQ Title 30 TAC Chapter 285. The sewage disposal plan shall be performed according rules and regulations established by the Brazos County On -site Sewage Facility (OSSF) Order and TCEQ Title 30 TAC Chapter 285. Vol. 3 � `I pg. � 10.012 Ao. QOJmIDID� lAsf eRr �d M = "-M t ' Lot 106 4.9B9 Am ORIGINAL PLAT LOr 104 7-1 F RANOt FMLW 2 RECORDED O1 DOLLDLE = PACE 651 and A2017 ACRES OUr OF lw MLLED 30700 ACRE JUW F£ AMW ALDRDVO AAO Aq/ ALAR P4&%N= LTA DPACr RECOWEO W WELAtE 17769, PACE Im (0-mac') �'�d:L`�•p ^_r`.w.""� ..rn.e r....�s..r.. ouarnwm u uznr a r+s r t L1Fe'.S 1AHlE t t."Z axrs can wars rnam . �rt aua oa aoa mz � marr svx tuN ■ avatar c m..r 0 I V I :FWN t , rIP �9011 Xt. �areoannmm rb ®ca mv�o mnrco aura r wra e.Y 4.e! 4as bass .ab wY—�iaoe�l �ip��L a..�� W e• b c�jr�O.q.flrb mrauz v an awmr r .wn.rM1wM a ow. nw...X.r nrrrr ur ...s. r rrva..a �r .nr ..sra ava — omc.m r �w lfart — _ / ra Lot 106 R ; $ 0- 15001 Ac. �a95� REPLAT tor JOS-& 7-)t RtINaN. PMLW 2 RECORDED OV SCEUME 67$ PACE 651 r.w�.4 �'aJ r. r.q r b.qr rr rr L �,F Y.�w .M1irOb^bM/u.�. W.r.�M.a.ab 4rl� . r`+�• R�ir�Y�.+r41 0..rrO Vf.s ra . - yr.rrrr�0 a.naao-_. r�r...w bwr...sovir'. rw ra�.r.. rbsra...r r.rre r..yrrrear q�� .races.-�r.an rryr rr+rr t� 3 Yicinitp MaP I FINAL PLAT _ I 7-11 RANCH, PHASE 2 LOT 106—B SOW A A4WR RfFur OF LOr 14M 7-n Rat PMW Z RECaWM OF D ZUW 6Z4 PACE 661 (M..81 AAD A fO.01Z AOLr WWT OOr OF 1NE GALLED JD70D ACAr.VW FE MAW +tOA'M AW AfM UN RAW= 41Lt ANACr ffCaWiD AV mmx m= P" 131(oAaa) 15.001 ACRES AWMW MLKWW JZMY, A- V 6WAZDS comvrr 7Fw so-n3wM ow $- !W r..r r'® nests H BRAZOS COUNTY BRYAN,TEXAS DEPARTMENT: Road and Bridge NUMBER: CC2023 Winding Creek Ph 1- County Maintenance Acceptance DATE OF COURT MEETING: 2/7/2023 ITEM: TO: FROM: DATE: FISCAL IMPACT: BUDGETED: DOLLAR AMOUNT ATTACHMENTS: File Name No Attachments Available Approval of acceptance of Winding Creek Estates Phase 1 into the Brazos County road maintenance system; the roads and roadway drainage structures are in compliance with the Brazos County Subdivision Regulations. Site is located in Precinct 1. Commissioners Court Karen Tyler 01 /31 /2023 False False $0.00 Description 7"/r7/Q5 Duane Peters Date County Judge Vol. 391 pg. E BRAZOS-COUNTY BRYAN, TEXAS DEPARTMENT: Road and Bridge NUMBER: CC2023 Woodlake Subd Sect 2 Ph 1 Lot 44-R Final Plat DATE OF COURT MEETING: 2/7/2023 ITEM: Approval of the Final Plat of Woodlake Subdivision Section Two, Phase One Lot 44-R; (a Minor Replat) 2.000 Acres; Thomas Henry Survey, A-129; City of College Station ETJ, Brazos County, Texas. Site is located in, Precinct 1. TO: Commissioners Court FROM: Karen Tyler DATE: 02/02/2023 FISCAL IMPACT False BUDGETED: False DOLLARAMOUNT: $0.00 ATTACHMENTS: File Name Description lype Plat Application Woodlake Sect 2 Ph 1 Lot 44- Application for Development Backup Material Rpdf Piat-Woodlake Sect 2 Ph 1 Lot 44-R 2023-01- Plat Backup Material 1m f 7amneers Date County Judge Brazos County Road & Bridge Office 2617 SH 21 West Bryan, TX 77803 Telephone: (979) 822 2127 Fax: (979 775-0456 Elna17: ulats0brazoscountm.aov PLAT APPLICATION APPLICAMON DATE': RESUBMiTTAL• ❑ YES Q NO PROJECT) SUBDIVISION NAME Woodlake Section Two, Phase One PROJECT ADDRESS OR LOCATION: 16861 & 16867 Calumet Trail LEGAL DESCRIPTION: Lots 44 & 45, WOODIAKE SECTION TWO, PHASE 1, Brazos Courdy, Texas. (Deed: 49051242 & 55351284)(Plat: 4=547) IF RESUBMITTAL, PROJECT FORMERLY KNOWN AS: NUMBER OF LOTS:. 2 TOTALACREAGE 2.00 JURISDICTION: ❑ CITY LIMITS Q College Station ETJ ❑ OUTSIDE ALL CITY LIMBS AND Eris ' Notification of Application completeness will be given within 10 days of Application date. All Incomplete Applications will be rejected. This Application shall expire five (5) years from the Application date of tho project �-DPRELIMINARYPLAN —'v_.•.`�+�r+� .—.s-SE ���--�--�,��-- RENTAL0 MANUFACTURED HOME COMMUNITY ij IS ANY OF THE PROPERTY LOCATED IN A FLOODPLAIN OR FLOOD HAZARD AREA? ❑ YES ❑✓ NO I Acknowledgment: The Rood hazard boundary maps and other Hood data used by Brazos County In evaluating flood hazards to proposed Developments are considered reasonable and accurate for regulatory purposes and are based on the best avaltabie sclentiflc and engineering data On rare occasions greater floods can and will occur and flood heights may be increased by man-made or natural causes. Issuance of a Floodplain Permit In accordance with the Brazos County Flood Damage Prevention Ordinance does not imply that Development outside the areas of special flood hazard will be free from flooding or flood damage. Issuance of a permit shall not create ItabTily on the part of Brazos County or any officer or employee of Brazos County in the event flooding or flood damage does occur. -ems -- ni•. r--v" >r� >TxDOi�RIGHT ��'mac �``' :�.+c ..... WILLANYCONSTRUGnON OCCUR IN TXD0TRIGHT-OF-WAYS? 0 YES NO Vol. 3"1 Pg. 02 r� Sys, •.-za _ :.t?:>.=.1 - - -:�.y� 'x�i<i.:�l_Li. �s=:��i��a •oyc�' `C ,..�..st�;�j^_�T�,' - �^"'�•�� �.'_`��-;�."�., 'v..+�w.---,-��: '_--'-L•^cte �'�.'u��N'f1rIFORhTAT(S3!'! ::;�� z��, ::� �� ,:�y....,.,.�...s •���F: �—a�..� �� - jT:'ti^: FIRM NAME: CONTACT. Larry M. Dooley & Kim Dooley ADDRESS: 16861 Calumet Trail CITY: Co age Station STATE: Texas ZIP: 77845 PHONE: (979) 777-8350 FAX: EMAIL t-dooley@techtraininggroup.com = ..xw — 0�lffi FIRM NAME: same as APPLICANT INFORMATION CONTACT: ADDRESS: CITY: STATE: ZIP: PHONE FAX: EMAIL: _ r-'Mvs- - '•'n'r ^`•lw''. xr'Szc':t �c'Y,u:.:.•`t vx3'H Ors��`'..�i'--a•`-a'; `r" f"`.`_`"".- FIRM NAME: McClure & Browne Engineering/Surveying, Inc. CONTACT: Jeff Robertson ADDRESS: 1008 Woodcreek Drive, Suite 103 CITY: College Station STATE: Texas ZIP: 77845 PHONE: (879) 693-3838 FAX: (979) 693 2554 EMAtt: jeffr@mcclurebrowne,com ���R1fE17 R•�lN�+C). Afi,�QN�•�w.:w.�-�•� -�� ..:._ti__..._..-�s-- ��"'��,��- ,- ,,,'` � jr'-• '•`+.c ._-..'+.`.^•+%.a. a. -_a_ .ems... '+.:v:<✓i.0 :'.Te R�� �+`.L-� �r�3:�0-:-w'+c_u:'wi2t....Cw:`'r:Y.=:t'r•}%^.:;i'r'doit.:w.,.�1•Vr �? tiL.ve. "'�:; ^2t•=�c+vc: 3 •};.'%,c:' 'G^�.-...�yr �-. L.r"r w.%^'•c- " am_ _ FIRM NAME McClure & Browne Engineering/Surveying, Inc. CONTACT: Gregory Hopcus ADDRESS: 1008 Woodcreek Drive, Suite 103 CrIY: College Station STATE: Texas ZIP: 77845 PHONE: (979) 693-38M FAX: (979) 693-2554 EMAIL: gregh@mcclurebrovme.com Ic:.�}="�'-.. - riy"^Y i'`ti{�"�c't'•.v'-"_«�-':=-cw?'-_.�'_.=tiT�'ia���-:+�;r�.'t�s+�'-��--�LeG-,'--k`.i..�Sk'=�.i"^Fw-"'w^.sz RS-- ;iR' �"03Y�-=� � \=1.:t h=".t -~r si'E:.E q - .._?�G "i�"� '?'r' t-:Y2a. �.�. `.V �.�w� .� � i v r '� �•--^-.+ �.`. �_ _ ?:ham: \ �;s +.-tt 'il 1w ; ...- �. La � •4-•�T•+A - FIRM NAME: CONTACT: ADDRESS: CITY: STATE: ZIP: PHONE: FAX: EMAIL' �'P OPERTY W ERCON.S.ENT"t AGENT AtJTfdORIZAT(ON" Vol. ��� pg- By my signature, i hereby affirm that 1 am the property Owner of record, or If the Applicant Is an organization or business entity, that authorization has been granted to represent the Owner, organization or business in this Application, I certify that the preceding Information Is complete and accurate, and It is understood that I agree to the Development/SubdMsion of tills property. eeliftnedh . SIGNATURE �. L"V ]�__1,._ PRINTED NAME: Larry Dooley DAM 11108/22 "�"�°'°4""y`"`� SIGNATURE: PRIMED NAME: m Dooley DATE: 11/08/22 By signing this form, the Owner of the property authorizes Brazos County to begin proceedings in accordance Wth the process for this type of Application Indicated on page one of this Application. The Owner further acknoWedges that submission of an Application does not in any way obligate the County to approve the Application and that although County staff may make certain recommendations regarding this Application, the Commissioner's Court may not follaw that recommendation and may make a final decision that does not conform to the staffs recommendation. .'1 © 0 % DATE APPLICATION RECEIVED: ! / DATE APPLICATION RECEIVED / REJECTED: / ! SIGNATURE: SIGNATURE: Receipt of this Application by Brazos County does not provide confirmation or acceptance of a complete Application, nor does it waive requirements for any additional information not contained as part of this Application Mich may also be needed as a part of the review process. Application Check List: Copies of finished plat with corrections (ff any): ❑ Three (3) hard copies to Brazos County ❑ One (1) .pdf copy to Brazos County ❑ One (1) Awg copy to Brazos County ❑ One (1) hard copy to Brazos County Health District ❑ One (1) hard copy to Brazos County 911 ❑ One (1) hard copy to local Water District or Company Letters of approval (to be sent by the approving institution directly to Brazos County Engineering): ❑ Leiter from Brazos County Health District - For On -site sewage evaluation. ❑ Letter from Brazos County 911 - For Road names. ❑ Letter from Water District or Company. - Staling water availability, etc. If property is within an Extraterritorial Jurisdiction (ETJ) of a City: ❑ Approval notification from appropriate City. Applicant attests that they have signed this Application in the capacity designated, if any, and further attests that they have read document and the statement contained herein and any attached are true and factual. All Applicants are encouraged to review the County Regulations prior to any plat submittal. It is understood that this Application is not finished or dated until all documents listed above are filed at the Brazos County Engineering Office and all applicable blanks are filled in the Application above. FVol. � �P9 _AZ_ (*t1q" CITY OF COL= -GE STATION Houle o�xasA6M University' CITY OF COLLEGE STATION Planning & Development Services Department FINAL PLAT OWNER CERTIFICATION NAME OF PROJECT Lot 44 & 45, Woodlake Section Two, Phase One Replat ADDRESS 16861 & 16867 Calumet Trail APPLICANT/PROJECT MANAGER'S INFORMATION (Primary contact for the project): Name McClure & Browne Engineering/Surveying Inc. E-mail gregh@mcclurebrowne.com Street Address 1008 Woodcreek Drive City College Station Phone Number 979•693,3838 PROPERTY OWNER'S INFORMATION: Name Larry M. Dooley & Kim Dooley Street Address 16661 Calumet Trail City College Station Phone Number (979) 777-8350 State 7X Fax Number Zip Code 77845 E-mail 1-dooley@techtraininggroup.com State TX Fax Number Zip Code 77845 The OWNER certifies that the Applicant has prepared the Final Plat application and that the facts stated herein and in eTRAKIT, and all exhibits attached as part of the application, are true, correct, and complete. If there is more than one owner, all owners must sign this certification or provide the power of attorney. If the owner is a company, the application must be accompanied by proof of authority for the company's representative to sign the application on its behalf. ,­—DocuS1gned b1r Dr. Larry Dooley t4. L" NAY 7.1/8/2022 1 9:08:35 CST Owner Name Owner Signatu e - Date Owner Name Owner Signature Date Owner Name Owner Signature Owner Name Owner Signature Owner Name Revised 6/17 Owner Signature Date Date Date Vol. pg. ION 1 �1 I �•I $ I IMF°F In9 6EI I[ I I ZOt MWAq .vs bj If I I I I I Jaoot 45 I I?! 1 It st`rJ Y:• I I r I I k46 �� 1 J I I I ice. W.ior a — aT yf av=-• I I r4�mdr�n• b I w 4m1W [tei9or r N � r Sta•w eb r vnw.+r� oonvr t[ o on oom r w acoen vq•m. r wive a �o sur[o�u m1111' O rr� ��.' •d:b Cxn:ew: �i1tlR OIDrlpd �Ld1W1 011111'I m 6®9 wr:9 vw'r s wZ ud'r °r —.on °r •'eror`ru w�'�•�. n w•. m�Ys w w•+ I I 1 1 I i 1 X- UVE u [ arsrnr [ aa•r a vrara" [ u ■mnr. mem Tr TF I� ra-q� I I Ik��gg I I I I I — I I I i I I I I I I I I I I I �mxm�R•mm.' I I 1 1 I I I i� I I rr vuc I nm� _ l� �•a'^ _ _ A I I VICINITY MAP - IM12-C Ov4[mt DCP omtr �r+n.�ir� u in � M' arfar f�a_.mr�ss+rod viat rwrf Y«c nsxr ORIGINAL PLAT •;_:�`�= r-� �= =��- n. H WDODIAKE SUSDMSION SFDDON TYO• FMSE ONE LOrS 44 ANO 45 PAGE 547 ••�• r.. �.......r�.••._r.... ••n—rr r.rvr `� . •.rr9°.., o7S ~�.`.�� w".'t'� :r. �"r:] RL XWM W M.ME 462. _ _ _" � ••• •� �� °o�[rmd @ rxo o'®. w.a. •m .f:.+.m'S @@ m r w m.z em+mx �+m m rrur oia �+o r w .c@ rr ,os[ n rr•. xv, rcR en r w mv. vmw o•~m crva fncva7 w wa • er r mw w. r ri IDm: rN �n •C.id t�r`r iurr...•. —r r. m.... —•r •••rrayrr•re•.�e Ona[af ml rr Narwbwr.a e•n our¢ a m 9)I yd@dlWtlM1rW bbbd Eaa mnY.b C+O mdm4.Yaab OPTS Wm1 flr�,L. — Yl�ra q�W rb.r �.— b'�/LLOr/at.ca lcm n¢mr�a�Y1bW N'Si bt xN iaveL� re.f •mar+r xr rr•rmram••.. [a..s wme•pr mmm.m meo.�rr .w — I�tlsrt v[ O m s rml •r« w u rr ��•Si �— r—. '• at.IDl Rtt4 Ort .m b rt..uNrt@ @ w R.rrrn"0l�son ea cmp°imaamxrw.n ,m. a'� w R.p mr e.w' moo.• _...r ... rwL atSGr.m'mv 6"...� 7.'T Ml. ronocx ar. r. ar r m w _. ••[ r r�.P�� rw....Al. vmm e«arN•Y Or•*mu.s wr•rq awwmne.wror r.r .um ' v. ..r—.r...r.: vrr�r.r y « b • aav r xvN mr m • bW N-w em eve �rmv w esr. rw ma...+.ew uu.n m•�m fo .w«wrm.. mr+u« WOOS - @�a.m r.s m orwr r(x-trn � w r®.r a� m or rm� SECT! aa'�'.v¢smr�ts¢cm"Fm Ria ox °`"Yj m•�®rw Nm.m 0>D!a V M mHar OlAf .�.,. .�.� _ .«"'+'W� Ft•.. U� a aro Y iM1m rAm M No.•x' O fa. b amw d f [m mq a mm rr a anaCN• [ ..r. a . rn+.n ti b r v nc.m r�mmr •.. e•d �. BE7N0A [mm rlims rrr.r �......�.... s���'••� �� ��,� —�^•�1 �vr o. mmrrtm. pY.eraw•v.�m r•mtirva amwmru«.m m`r wrm�•rr •ruNrefibwodm••.rw uor SECAC nc.wr6w R.rmnlYrmM mo Lm6 �j t n..� • �rr.q G h rd rrfe rmy b rrdY oN' 1•. h4r•• ✓• 4 � d •rar• TD>m a.c w mmYa o• r sm m,a w ru• N r tl a Y oiorrr Da f w omW tlul•r+raib R—sa Mdbwlv.➢rlrwlrlai[b•/b •V «P•dm—y brs�h•p rOrw�6yr w ■ w aw •�. a om mm,.rm>,m.r �w—� �r•r•r wM9rrr W. w. r•r `�,� r rr Y. rwr Y• rr+. •• ���ar... ""^� �d�wn q a#n• [ Ous rar s xifN• 4 m rum rt I.r • mml r -W ian � rmn rd«rwr.m mr•rr.m �. •Sxmm.. rr• omvin Yvrgmr amrw [•[mer ro.uo.w*d �...... •i�.�'�.. � ���."7.'r"L' �.•...o mmia rrr•ewr rm.r..ma..sm r+s •+ A xsa [ pw mn. v erxrtr t�b • oeo @ mrr rr m w ww o em°rewrm r un r .me. r. o�vrvr•vt� � rr �it m�.i DEPARTMENT: BRAZOS COUNTY BRYAN, TEXAS Road and Bridge NUMBER: DATE OF COURT MEETING: 2/7/2023 0 CC 2023 - Utility Permits - Frontier - Various Locations - Internet service ITEM: Consider and take action of the Frontier utility permits to install fiber optic cables for internet service along Carrabba Road, Roughneck Drive, Woodville Road and in the subdivisions.of Skylarks Springs, Silver Horse Ranch, Whitetail Run and East Industrial Park. Sites are located in Precinct 2. TO: Commissioners Court FROM. Darrell Kolwes DATE: 01 /31 /2023 FISCAL IMPACT False BUDGETED: • False DOLLAR AMOUNT: $0.00 ATTACHMENTS: File Name Description Type Utility Permits - Frontier - Carrabba Road - Internet service.pdf Utility Permits - Frontier - Carrabba Road - Internet service Backup Material Utility Permits - Frontier - Utility Permits - Frontier - Roughneck Drive - Internet Roughneck Drive - Internet service.pdf service Backup Material Utilityhermits -Frontier - Woodville Road - Intemet service.pdf Utility Permits - Frontier - Woodville Road - Internet service Backup Material Utlilly Permits - Frontier - S ylark Sp-r�pgs Subdivision - Utility Permits - Frontier - Skylark Springs Subdivision - Backup Material Internet service.pdf Internet service Utility Permits frontier - Whitetail Run Subdivision - Utility Permits -Frontier -Whitetail Run Subdivision - Backup Material Internet service.pdf Internet service Utilily Permits - Frontier - East Industrial Park - Utility Permits - Frontier- East industrial Park - Internet Backup Material Internet service.pdf service Wilily Permits -Frontier - Silver Erse RanchSubdivision - Utility Permits - Frontier - Silver Horse Ranch Subdivision - Backup Material Internet service.pd Internet service )usne deters � DateVol. 3�� F'g.� County Judge Pr6iect-4j300357-I-12001-Cairabba;Rd TELEPHONENOTIFICATION OF PROPOSED INSTALLATION AND/OR REPAIRS OF FACILITIES DESIGNATING PLACEMENT OF UTILITY IN COUNTY TO: THE COUNTY ENGINEER OF BRAZOS COUNTY, TEXAS Comes now Frontier [company name], hereinafter referred to as "Company" a Texas [state] Corporation, with authority to transact business in Texas, acting by and through its duty 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: The project will install fiber optic cable on Carrabba Road as shown on attached drawings and will maintain a minimum of 36 inches below the bottom of the ditches. All lateral lines should be placed in Public Utility Easements (PUE), if applicable. 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 180 working days. (COMPANY MUST F1LL`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 may take as long as two weeks after complete application is received. Vol.3g" pg. 91 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. Frontier Company Nance — DestinyWillis By: Signature Permitting PM Assistant Title 465 Princeton Dr Address Conway, AR, 72034 Phone Number 501-545-3321 Email: dwillis@squan.com Vol. P9. 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 Eaa except as noted below: (Montli/Day/Year) EXCEPTIONS: N aaV%C- Brazos County Engineer E :_,-391-Pg.. 33 �GPS'S'T-'A'R'T:-'30-.'73447E)O, -'96.'3241 m SITE LOCATION MAP OL tao c 5300357 - H2001 A ALL BURIED FACILITIES OCONSTRUCTION FRONTIERE) SMM57-H200t G COUNTY - CARRABBA RD fl '6d '10A, WED WMN ANGSHOM S S 1. ... ... .... UNM PAMMW GUND igg7a;�- ViL EfMC PAL ftwo !) 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LOCATE ALL BURIED FACIUTIES PRIOR TO CONSTRUCTION FRONTIETRes-s"'ll' BRA70S COUNTY - CARRABBA RD [M �m tddlzH-Isms I t r NoLL5nH.LSNO3 01 bolu smintovi Q312 ne iiv gi voo AI VA1.1fIlAl ttA.M1 t1Af4+'VAefiPttA� mt oq o - ►rim sz�� 1. 33w � cnat+� Sn�tmi�+ti. �. - rirra.naM avmnmau p imwu4i mmi • e wraW04 rx mum Tdas aeon C3 Taman r" c a ® 3vmmrrrs= B P, wum , Towami"s" (�n fl m l%uafrN^.dm a xCDxWt7hlr loaszwru d .y nwrua�r 33ar+k1nrx9 b2M33 A QiYt 1� �.e,0.�g OtdNJIt48�t+R RtG. 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CARRARAA Fen':, v 'bd iOA 11 rF.RLA PM1YCP1MCdDUCTS TO BE PLACEDWaT} PACINGONVRAMGSNOMdYCA5ruAFLBFdEM"OFCOVERUNDER AW094FWAYONEfS4W. MINMUMMPTffOFEC�GE PAVE&tEAtTOERNATRAL$i2OUN0DITCNEStS36•. FDGCtIPCRAtFJ ... ^ .^ ROAMItf FAME 5 90RCP60°itR WE WA-�-----+�---s4-..+.....� nra l 5i7C WAtM'S 23"•--- 4' �- WWII a�a '"""'1""r+p €rofrAioKnw _ 1 GAS RAMMAD N. _ E P-M-A,,mc oruecAE ' _��ASSMtRFD7 G�t .P.�C'ftp'160x mit �# 27°taul�+0°L - 1�: WAKfiR "•. y t -ArAmot,= ® PAD PJWfA°tDe#Otr. : arafto 4 " sa33 aasr ExreP ®zrertnerAR p raan°u rmz G$ iwaot )' yd ` 77C PBER IN 1.25' DUCT A V^na KnOXT rnwsratwA M aloma Mrc rEA°UAE vAuu s CAS 1u t-ZR } EKtQ•.Va6 ; �, 9F 15-FlpERIN(2J1.25PUCT Cc" AERfM.SPAN Q `.') Q """'��,K�� 0 •d 10O ,S ................ EMSNG UTILMS SNOI+Y{! FOR REFERENCE ONLY ` 100rFl@ER IN 12g 1.25' DUCT CCVNSTRUCTION CONTRACTOR TO, LOCATE ALL SUMEO FACILITIES PRIOR TO CONSTRUCT(ON f FRONTIER .. a,as TG t 2s-�Ucr 5=57 • H2O01 4402 ' aaaa 4 BRAZOS COUNTY - CARRABBA RD Is 123.OUCT r tDAa astata { MAMM i ascr 1 :5• cwcr . � \ "`. aAacrA-c roc � cchcm "V r°1r5fiYA w# w. r as w2rrst. r+n x a ar u asPma. a� f I 12V cm 44W 1002'FIRER IN (2) 125'MICT 44M 6A - .PA' miriENCI ADJACENT 13=3700SPLACEOWTHIN 4" GORE. SPACtUG ON DPAWNG SHtMil FM CLARITY AMNILAUAA DZM OF COM UMX-R omm OF — — — — — — — — -- SIDE CrATAD cAs — ----- — ----- RAM FR= +H+i+Hii-H+i-HA i i i i i i I i i i i i i..f IMP= B J.&D rj4v.Nzh= "PED smc"COR 0 fstwmnpo" Ta"m CP VARitt"a"Ry * Zv;z"FMfE&TMZ 0 VAMT W"Mms tocLosuft "tm olm cloms E) 0 h FRONTIER m m m sd 10A ;u- CZ7 I;'. F, i6 own? ft."WA NA PED M;CHCDA% Q. 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Et5 m"CJAR 0 FRONMA Pad 0 Tomn Q YYEiTA lrtMaHi .� TRuglauKR o� � .'� ETaR4 PR^6 ESntunB. i _ '�1 GWTMx1tM1191.E {7u. 4AL[f i aaswR.sR , L*octoups SlHVt ME ti �Cd11.Sq��� AEi�it'hI SPAN GONSTRUCTIONCONTRACTOR TO n LOCATE ALL BURIED FACILITIES PRIOR TO CONSTRUCTION FRONTIER BRAZOS COUNTY - CARRABBA W. 1 umumIN Sal rm�ctf 110 w ISO fu ow aia �a ar a nit W. m 1= r r+ - 4 - rr J 1EGEND NOTE. / E1tG>46 £9 ALTi L , ADJACENT DUCTS TO 05 PLACED VNTK7ti 1�6`aTwIIFRt7MiLA eilRifls r BORE. SPACwG ON ARAWNG SMO N g R FOR CLARITY MINIMUM DEPM OF COVER UNDER i00EIDF pAuCultt� ROADWAYS IS46', 6UM4dUA4DEPTH Oi COVER UNDER NATUrYALGROUND OF��- IDING DITCHES IS -w- Rp Lue "' •� •� �•• NCLU 3lrwALNa aivauoRnw PAIL R�b;u�Y� yH s_s+H H+H 1-H + ,gtomhmc Qetupom ptmt"VoT AM=ONW. t7'I]BLpfN{41pIg (g NCi1L i .771T�1r<h9NOtE 4th. 011*aaLA '+ Rfin Q mwAvmr EA PAD Ea+ OM"DLE © sauna softm is PALM `tt p raa+rrca mE 0 toatR Ullalta a3iLE i 1905' FIBER IN 1.25• DUCT co" AQR41L £PAN , j EXISTING UTIUTIEB SHOWN FOR 'PFe REFERENCE ONLY CONS i1CTI0N CONTRAC OR TO y LOCATE ALL SURIEO FACILITIES "\ PRIOR TO CONSTRUCTION FRONTIER IN rk " 53t103�7•HiQtit t BRAZOS COUNTY - CARRABBA RD '., ,� "*. � 53QD35I cncxA I11CiiR t] *t oa+ma.__�erem \\ /Tt IS{IN2CQ2 nQiE :/E UL.I CA ImS°'rCY ate. = 11 OF 0 { '10A' NOTE, AWACEUT DUCTS TO BE PLACEDVATHM 4'SORF- SPACING ON DRAVOUSSHOM FOR CLARITY MINUAUIA DEPTHOF COVER UNDER R rOWAY5 I S 4NATURAL V, t M114 1111 11= 10 F COVER UNDER .IOR INCLUDING DITCHES Is W. 121'1.25'DUCT 13W FIBER IN T.WDUCT 4: W 1.2VDUCT 490. -LEGEND ER ty, ESJSTAtCT Ccarm f=WfPAVEMENr STOMP"" 0 ruwaupw w Awtm sox El rzw4-mwmg (D &Km Hi TXT I + .mmxfk El M4MMOHME EM PAO OEXIOMMM IWPW ra Imm"GUA 0 IftommAmar 10 POW$ � Tugs cc" AEPIALSPAN G) 0 co low STET QNSTRIiCTiOA! GONTRACTORTO LOCATE ALL BURIED.FACILITIES PRIOR TO CONSTRUCTION ----------- - .7, 24tr123DU-a FROWMR-�-�' 530w - "2001 BRAZOS COUNTY - CARRASEIA Rti, q lutum snow I "a We I ec —1fq—m:;vTw W.1217 a pw m -W I N6Ai.T: ADJACENT DUCTS TO BE PLACED VWTIIIN 4• BORE SPACING ON DRAWING SHOWN FOR CIARRV WNIMUM DEPTH OF CORER UNDER ROAGMYS1348', M(PF1AtUMDEMIOf COVER UNDER NATURAL GROUND INCLUDINf! 1MTCHES tS 2S. MAEMOPAf�lM,� nl24.n'. - , ._..s3 0 y iJ M 4t bDi s r �^yF : t3QYFiiiifilNlZS`OUCT -�-- 24a Izs'aUCT LE3ENU / P(tOf'4,5EDt1URffliFlltRtO00T "..�.�. ,� AAER QAR1G}4 fR'OTifiER /u. FAsnNO COD FM '. G1W fl Ht-Or'WAY 1iNE u, 'iAO. WPAVEVM TOOE � GRnVEI �T � , ROADMOMINE �._ .�..w -23r 1,2V DUCT Y WORIAMAW I �r�. FWyLjROA0.�..�..�.Lt]��� 6125 w� ixw+tr�c �ETEtPOI[ Q gspnxacmr `�/' AP1Ct10N@gs T �v\'7,�,Q' Q, ta*-OAD U *'WARaR i ftuwx Q FRWK#tP%E t TONER * WO v#kTrRtslommp uA © TRANS10Rf1PR .. STORAJPlfummf6 \\\\ '^•..,_ "'^ �... � dValNrrtiVX*%X! Q VdflT 4KRL9 me COILS AZIMSPAR :✓ 0 a 1r km EXISTINO UTILITIES SHOWN FOR REFERENC ONLY CONSTRUCTION CONTRACTOR TO, LOCATE ALL BURIED FACILITIES PRIOR TO CONSTRUCTION � FRONTIERID 13 BRAZOS COUNTY ROADWAY SAFETY AND ROAD PRESERVATION STANDARDS FOR WORX CONDUCTED IN BRAZOS COUNTY RIGHTS OF WAY A. General RegWremews 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, perminee will be liable to tine County or other utilities running through the right of way. G. County Engineer shall deterniine 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. Strfet , Realtrireii:ereds 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 pavject area. Company shall provide flagnic,t, signs, signals or devices necessary to provide complete safety to tine public. R. 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 dagger 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 brick of the Right of Way. Exceptions may be approved by the County Engineer, C. Traffic Coittrvl Plati I. A traffic control plan, pursuant to tiie ,rmUTCD or Engineered Traffic Control Alan must be provided for the following; a. Any construction (i.e. pit, excavation, hole) left open over night, requires specific ni httinie traffic control treasures pursuant to the TMUTCD; b. 1f construction is within ten (10) feet of the roadway; or c. Any work performed in the road right-of-way; ` Pg,_ g Vol. - 3 2. Plan must be attached to the permit and kept at the job site any time work is being performed. 3. Plan mast set forth the time of completion for the job. D. Design Stutulards 1. All overliead 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 Corte, 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. ror high pressure gas and petroleum lines, see High Pressure Pipelines requirements listed below; d. not be closer titan ten (10) feet from the edge of pavement. Exceptions may apply is rights of way of less than 60'. 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. S. 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 front back of right-of-way). Power-0-2 feet, nominally 1' Phone — 24 feet, nominally 3' Gas-4-6 feet, nominally S' Cable — 6-8 feet, nont inal ly 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 oppoitunity to have an inspector on site to observe pressure grouting operations; c. TxDOT Standard Specificalion 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; Vol. � pg. b. all pits shall have proper traffic control treasures in place. See Traffic Control Flan 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, (file diligence will be used in protecting the spoil pile to prevent drainage problems; e. based upon soil conditions, the County Enginceror his representative may require shoring to protect pavement integrity; f. based upon soil conditions, the County Engineer or iris representative may require pits be placed further from the edge of road. 10. Any installation within tell (10) feet of edge of pavement shall meet the following: a. location roust 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 wafer and mud shall be removed from tite trench prior to backfilling. Any back- fill 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 tile 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. Ili 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 ofconstruction and/or maintenance equipment on the traveled surface of any improved County road will not be permitted, except ill an instance whereby the laying, construction, maintenance acid/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 tite 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 tite Autry Corps of Engineers for all designated wetlands and envirvmnentnily sensitive lands. E. Emergeitcy 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 and Road & Bridge Office aft opportunity to inspect the site to ensure the integrity of the County Right of Way and traffic safety controls used. Vol. Pg. S� F. Repairs to e-Yisting 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 designated representative .and a permit has been obtained. G. Relocation of 1110 ties: 1. When and if the County Engineer detennnines 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 (genet -ally 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 maxitnutn operation pressure of the pipeline, this information is to be supplied for both (lie 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 Litres. Assurance must be provided on company letterhead and signed by an authorized representative of the company. 4. Petroleum Pipelines: Depth `i'yne of Pipeline (below deepest bitch grade) Special Requirements Encased Pipe Less than 10' Must be covered with concrete pats 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 The 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 night -of - Way. Transmission lines have been determined to be petroleum pipelines (which includes natural gas Iines) and shall not be parallel to a County Road. 6, Natural Gas Distribution is a line that serves the final customer. E 3 M pg. 5-f TRAFFIC CONTROL PLAN REFERENCE MAP t IS I FRONTIERID 17 TRAFFIC CONTROL PLAN i REFERENCE MAP IA M, i ,TREET CARRAHBA RD � � .» x Ft�OPdf US f90ffX Zit TGbA57 CARRASBA RD 'TG SMr Ti ! CARRA66A RD a FROM 4461 CARRAESA RD TO 4567 CARRASSA RD YC $ �� caRr�nesA RD �... w � O�i d5 ie�RRAesA �D To Rr�fi cA RAeeA RD _ FRONTIER E TC5 t GARRABBA RD FROM d777 CARRASBA RD TO 5925 CARRA98A RD �« W,.... ETC 4 BRAZOS COUNTY - CARRABA RD ! m�veer can� w+wt *.aRVM7 ernms xis [TC2wma� scat nn n+n fill= rm� � vas TRAFFIC CONTROL PLAN REFERENCE MAP cm CL NJo )l 0 U�D- CARPABOARD FROM 47" CARWBA RD TO 5125 C-AR-R--A- SM RD TC 4 FRONTIER lwwxTfas�aatattRCK 1mIK W+t �'. A16CiaW tcas ,n, af� .a?'fi7'f L9' ROMTO�•i3 a � { TRAIMC ace wm n j� Rfa, !1j orxar*4r f y iRAlitC Pug= .es fj TGP (1.2a) ONE LANE TWO-WAY CONTROL 1MTH Y)ELOSIGNS (LESS THAN 2WO AOT - SEE NOTE 7) .e• 91 LEGENA *U¢rta mxl j awwl�mwmme #� t0Al7N-l0AX-AH E ./a tR70 TR4/F1CfifAY Wo TC4 ROAD NAMES: CARRABBA RD Nousafmr� sJD+1 p ��.iMfM�20 uxwxeu w. o.«.wer. Vnlfu m xr. v�w. t7.rnr. t b re V f V m W 4!• n f xr m nr m on tN is 47 a i a m m M sA , !0 1a kW tat `D 1w m !i tw S7 do;5F QY' w _ m au to in -647 C.7- 7m ra 1 .. 4 an a!i *+ !!- rA YK 1W IVsu ra a cr exr ut n7 o ur a,xa smr - wncw.uw�fauefaeaai 4Yr tA►dll LKfal/o /tAYL 64LMROJ+tJR9orv, �nRN7A.M 7atta471x�+IQin O�gIr7aTy.x GENF.W tKOT88 m. TRAFFIC CONTROL PLAN 4 FRONTIER 5300357-f{2�i IR CEN INTY . f%ARRARA arl CMIR =1 Wro !C5 ROAD NAMES, CARRABBA RD f."s. un It— Itift, !w— fit, I tom iff R. a —tL� wwo n3. .7 m 410 I'll, Tst V -s' v w w tx 1W , an St Ifm —;w— at "t' IV AT W 117 ow zw 10 w na M, # cw w I omit ONE LANE TVVQ-WAY ULU= an CONTROL WITH FLAGGERS TRAFFIC CONTROL PLAN 5 0 27�rj SB t. FRONTIERE) 53=7-Ml n mt jkhv - mpoapa mn Project45300359=112003 NOTIFICATION OF PROPOSED INSTALLATION AND/OR REPAIRS OF TELEPHONE FACILITIES ESIGNATING PLACEMENT OF a !!! RIGHT OF TO: THE COUNTY ENGINEER OF BRAZOS COUNTY, TEXAS Comes now Frontier [company name], hereinafter referred to as "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, 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: The project will install fiber optic cable crossing on Roughneck Drive 545 feet northwest of Charles Avenue.. Line shall maintain a minimum depth of 36 inches under the bottom of the ditch. 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 shalt complete said construction /work within .180 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 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. Vol. Pg. Ste% Failure to notify the County Enginee?s Office within 24 hours of beginning construction shall constitute grounds for job 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. Frontier Company %lathe Destiny Willis By: Permitting PM Assistant Title 465 Princeton Dr Address Convey. AR, 7203 Phone Number 501-548-3321 Email: dwillis@squan.com 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 darted —Z2 A except as noted below; (Month/DayNear) ' EXCEPTION& # ®V.- G .1 Brazos County Engineer EVo . .3� Pg. �. SITE LOCATION MAP CL FM All te, kit Si9TE. 1724 N73MC.qf DUCTS TOO D£ PLACED M;ff;R 4'p(k?E 2fnfiitTR Ofi DRASvplit3 sNOVYri `.�.-,. r•�. fCA CLARITY MINIMUM DEPTH OF COy" URD%R ROAMAYS IN 4r MWMAJU DEPM OF CA'.'EFI UNDER ?ATURAOL GROUND ? MIMING DITCH M 36r t.1a2 nrb lw t5at^'24'+s+-----?7------ 24'-y-lb' 1 DF1 C !1ii �1%t1MEfA � - - 1913 ' 2WINuJ Duet :. ,, . �1 w. .r r ' O 1 12v DOCT " a Fron-per,. ( LLL COMMUNICA71ONS �300359 -H2O03 BRAZOS COUNT! - ROUGHNECK DR ._....,.v r MR, wart. erwmruo, "MR,53C0.t43 �= � lima= tmE&.4cm >i iuw'StIto = 1 OF To3f 00 asc � . a p" r,. t: ND#�; AOMCENT DUCTS TO BE PLACED WIT104 A' BORF-SPACING CH DRAWING S}tOWN FOR CLARITY MUNIMULS DEPTH OF C NER UNDER ROADWAYS iNi4b' MINIMUM DEPTH OF COVER UNDERNATURAL GROUND MCLUDINO DITCH ISW 6oi+4 Ma:t4. 94 ■.rp, t � +�v x ,. ... -1DMOD4AlatCt fall AC%Y�i4ESM iM LEGEND meo�atsEn wpucureaEwoucY� 1924 r' _ TMRWar d' E=TWD Coo FM EDGGOFPAL'CUENY — — —' T ^.' — j 3(jf 1. EDGE OFQAJRtt t+Y+�-�--+...se-- �.•� WHKd t D#UOYMum 9924 c � �- 1»tOEWGtaOtatA�i i ,i ` SEVtTR e a mM �. fir'° +�i"�� >s -. 17C4iAN1WSF�DiU K'aE 1925 T nowS pot 1P' . ~ 'i' ®azr+u+iaa�aS � wsexea. O E r[akU#ii�1f0[E diSTKO mu tax J 1900 0IRSM{I7fRfQ1E 4D 1OMYA 200'1N135'DUCT $ / `s`r �+�',�. 1�•ya#[�itioA.w# { ,,�i *� ' '� sSDR#IFtpE4Er7uAt ©swwaaoxuA Ai sunurcwwioce VAIAT s t @o�sunnKa �11rcw4tAx ME /^C�Cit.5 AEWL VAN (f 0 " OYH€Ii FJS¢124T1ii moll 'i 3 s a' t lY jj Frontier" COMMUNICATIONS 5300353-1043 BRAZOS COUNTY - ROUGHNECK DR 't Koko m+azY Y�+m . 4uwxte we,q,w mn ww:a +i w.tcw �' � suc # ca waxr wo � � a ► AY$P Ai.. M f 4 t BRAZOS COUNTY ROADWAY SAFETY AND ROAD PRESERVATION STANDARDS FOR WORTt CONDUCTED IN BRAZOS COUNTY RIGHTS OF WAY A. General Requirernews 1. Adequate drainage shall be maintained in ditches at all times. 2. Pcrmittec 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. Perrnittee shall not interfere with other utilities located in (lie 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. R. Safelj► 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, tr11 safety regulations of the Texas Department of Transportation shall be observed. 3. Perrnittee 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 fiagrncrr, signs, signals or devices necessary to provide complete safety to the public. 4. Adequate provisions mast be made to cause minrntun 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. Trrffrc Casrtrol Plait 1. A traffic control plan, pursuant to the `l'MUTCD or Engineered Traffic Control Plan must be provided for the following: a. Any construction (i.e. pit, excavation, hole) left open over night, requires specific nightt me traffic control measures pursuant to the TMUTCD, b. if construction is within ten (10) feet of the roadway; or c. Any work perforated in the road right-of-way; Vol. 39'9 Pg. 0 2. Plait must be attached to the permit and kept at the job site any time work is being performed. 3. Plan must set forth the tittle of completion for the job. D. Design Stautlorrls 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 Ulililies 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 ininiinum 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 treasured from top of batik 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 litres, see Nigh Pressure Pipelines requirements listed below; d. not be closer than ten (10) feet from the edge of pavement. Exceptions may apply in rights of wily of less than 60'. 4. Water fines: 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 ofway shall be installed within designated locations based upon (fit: type of utility. Tile locations shall be as follows: (measured from back of right-of-way). Power — 0-2 feet, nominally 1' Phone — 2-4 feet, nominally 3' Gas 4-6 feet, nominally 5' Cable-6-8 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, Cite 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 #'the annular space between pipe and casing and soil exceeds one (1) inch. Brazos County trust be given 24 hours notice of pressure grouting operations and have file opportunity to have an inspector on site to observe pressure grouting operations; c. TkDOT 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; pg. E 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 ofroad. 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 Comity Engineer or his representative may require shoring to protect pavement integrity. d. All excess water and tnud shall be removed from the trench prior to backfrlling. Any backfitl placed during a rainy period or at other times inhere 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 tinder 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 tite 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 consfivetion. 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 ail such equipment shall be of the robber 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. M. The applicant shall submit a letter of"No Objection" from rile Army Corps of Engineers for all designated wetlands and environmentally sensitive lands. Ar.. E-Mergency 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 flours of beginning construction/repairs. This will allow tite County Engineer and Road & Bridge Office all opportunity to inspect the site to ensure the integrity of the County Right of Way and traffic safety controls used. Vol. Se q Pg. b R. Repairs to e- isfin,>; facilities 1. Maintenance and/or repair to existing cables, conduits, and/or pole lines which require disturbance of file soil, shall not be performed until plans describing such maintenance and/or repair have been approved by file County Engineer or 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 authodzed 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 tits 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 file maximtnn operation pressure of the pipeline, this information is to be supplied for Froth the carrier pipe and the casing. 3. Assurance trust 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 Tune of Pineline (bellow decnest ditch grado Stleclal 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 Nan -Cased Pipe Greater than 10' No concrete pad required The 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 Righl-of- Way. Transmission lines have beet) determined to be petroleum pipelines (which includes natural gas lines) and shall not be parallel to a County Road. b. Natural Gas Distribution is a line that serves the final customer. Vol. Pg. iP ;. Y m"!maw= "amouncrur" I "A "Sul" KY To TitAFFfC M Tcp(14a) ONE LANE TM -WAY' CONTROL WITH YIELD SIGNS (LESSM AN 2OW AOT -SEE MITE 7) CWIM*o r.w ov4s. AUND90 it TC2 ROADS: ROUGHNECKDR tv VON — " m tat n iaT-- --90- --IF- 21Y av to - of $7 —a4-- in a. Wi 10 sw ftr k IV mr Attr. ur N lw CIEN49AL a. eu+wsa�m,taccarcutua�cAau„aaa+s�s»namrarcKa�t,sr.a TRAFFIC CONTROL PLAN 2 FRONTIER ill DR Prcijbct# 3Qi7355 1HI003-Woodv�Iltr I�oai3. OF TELEPHONE FACILITIES AND DESIGNATING PLACEMENT OF UTILITY IN COUNTY RIGHT OF ENGINEERTO; THE COUNTY ., •. .. S COUNTY, TEXAS Comes now Frontier [company name), hereinafter referred to as "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, 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 Iocation described as follows: The project will install fiber optic cable on Woodville Road as shown on attached drawings and maintain a minimum of 36 inches below the bottom of the ditches. All lateral lines should be placed in Public Utility Easements (PUE), if applicable. 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 /w,lork within 180 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 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. El/ol. 99 Failure to notify the County Engineer's Office within 24 hours of beginning construction shall constitute grounds for job shutdown. By signing below, I ceility that I am authorized to represent the Company listed below, and that the Company agrees to the conditions/provisions included in this notification. Frontier Company Name Destiny Willis By: signature Permitting PM Assistant Title 465 Princeton Dr Address Conway, AR, 72034 Phone Number 501-548-3321 Email: dwillis@squan.com Vol. 3 Pg. 70 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: (iblontlMay/Year) EXCEPTIONS: Y (Oetl L - —mu,, v- Brazos County Engineer Vol. Pg. 2 �' 810-1i0696*,-r96.3821 01'o SITE LOCATION d MAP CIA CSo FRONTIERE). 5300M - HIOM FiR"as cnuN*y - mmm LE or. 0) CL -6 ALL BURIED FACILITIES FRONTIER 53M355-HIOM VOS COUNTY - VVOODV 11 =55 0 E Rb 376t 48 FIBER IN 125'DUCT 293,121" MICT 3952 ti LEGEND AWACENT DMS 70 OC PLACED WITHIN A1117 711 C SOM SPACING ON DRAWING SHOWN FOR CLARITY M?MtAUU DEPIll OF COVER UNDER ROADWAYS IS 41r &MMUIA DEMM OF C=R UNDER NATURAL GROUND &MOFPAVT)Avn INCLUDING DITCHES is v OF OAAVEL — — — — — — — — — — — — -- rMAOCENMOME ;a-- WALKS STWWDRAIN SAM RAILMUD Sal FLOWER TO? gocronox %rA3cjwm"%t Lo," MARPMR PAD R EMANDHOM VV pm MALSOX flx FED ZWITX,8GEKA rotoKmlkmx (D TWA" o"STOMIMMATIMI WPARJUIRoMIL VAVLT @l;A%VARUR spftll 40, TRU P.up- cols AERLAL SPAN 4242 0 (D FRONTIER 0 BRAVOS COUNTY- WOODVILLE UWA VM 2 UL 19D , on 2 or ME NOTE AW&CENTDUCISTOOMACEDYVITHN V 00RE. SPACIft(; ()R DM; G S110M FOR CLARITY -R UNDZR MNlMUMVlEMj0FC0VF ROAMAYSM43*141HIMUMDEPTH op t COVIMUNOMNATURALGROUND INCLUDING DITCHES Is w 3761 228' 12S* DUCT 385%) Aw 43 naER IN %IV DUCT 3m 6d WGEOFPAVUtM OFC"Va RWACEMTEtttdtiE SWWAW L M!!DAAW GAS 3982 rLDWER PDT Ammatwx 670'48 MER IN 12SDUCT SWMA Tn-woom, PAD o Q .mom eM"T PwAbot CA pso SMTCffaA* 0 packm "a T&ACA wunnmown TRANsfemaR zkwmww-wm- Q. vAtAT @ cm UAMMR 4v Eltmoulng ViRw EXISTING UTILITIES SHOWN FOR REFERENCE ONLY CONWCTIONCONTRACTOR TO LOCATE ALL BURIED FACILITIES PRIOR TO CONSTRUCTION FRONTIERF, ON %Or COUNTY - VY00DVILLE R ADJACENT OWTS'loop PLACE-OWTHI14 4. OWE, SPACING ON DRAMNO Sitowu roRCLARITY VINIMUM nEPTH OF COVER UNDER POAtMAYS 13 Air WN i'ALtM DEPTH Of COVER UNDER NATURAL GAWND WeLWING01701ESIS30" 3711 46,1 FIBER MST ll'IFIOEMST 1.26' — — — — — — A — — — — — — — l PAON�%O ACX4 figA oe ww OF pAvtmcw It or GRAWL — — — — — — — — — — — — 423'125" DUCT RoAacch7cedolt — — ----------- a7m3838 MEWAM it sTuawpifew j c4l PAXODAD ag(y 48 FIBER AND I FIBER AM IN t2W DUCT Ze I e 3772 PAD 4W I FIBER MSTIN 1.25'OUCT' R 0 xo'mauft Tm . PVC CotLz AEPAAL SPAN 3686 Wflul ItF.Q1QF'IUTVLI rut%, ^'`"4 REFERENCE ONLY [CONSTRUCTION CONTRACTOR TO LOCATE ALL BURIED FACILITIES FRONTIER BRAZOS COUNTY ROADWAY SAFETY AND ROAD PRESERVATION STANDARDS FOR WORK CONDUCTED IN BRAZOS COUNTY RIGHTS OF WAY A. Gaiteral Actlnirenuents 1. Adequate drainage shall be maintained in ditches at all tunes. 2. Permittee will use best management practices (" 13MP"} (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. Tile construction and maintenance of such utility shall not interfere with the property or rights of a prior occupant. 5. Pennittee shall not interfere with other utilities located in tlae right of way. to the event damages occur, permittee will be liable to the County or other utilities running through the right of way. 6. County Engineer shall detennine 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 ofthe 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 tile 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 tine public. 4. Adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. 5. No cable, conduit and/or pole lime 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. Trrrff rc Control Pharr 1. A traffic control plan, pursuant to the'I'MUTCD or Engineered Traffic Control Plan must be provided for tale 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; Vol. 3g9 P9.-� == 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 jab. D. Deslgis Staii(fardls 1. All overhead installations shall conform to clearance standards ofthe Texas Department of Transportation and the pole be placed in the designated area for power specified as set forth in the Terns U41fties Code. Section 181.045. 2. All pole installation (including lighting) shall be placed at the backside of the !tight 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 Yneasured 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'. 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 shalt be as follows: (measured from back of right-of-way). Power — 0-2 feet, nominally V Phone — 2-4 feet, nominally 3' Gas-4-6 feet, nominally 5' Cable — 6.8 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 bared or jacked. ABSOLUTELY NO OPEN CUTS WITHIN COUNTY ROAD PAVEMENT; b. be pressure grouted for the full length of the crossing rf 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 pressttre grouting operations; c. TxDOT Standard Specification Item 476 shall be followed for all boring, jacking, tunneling; and joints. 9. Bore Pits a. no bits shall remain open longer than 2 days; VOL �� Pg. 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 (fie spoil pile to prevent drainage problems; c: based upon soil conditions, the County Cngineer 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 (lie edge of road. 10. Any installation within ten (10) feet of edge of pavement shall meet the following: a. location must be appixoved by the County Engineer or his representative b. baekfilled 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 baekiilling. Any backfiil placed during a rainy period or at other times where excess seater cannot be prevented froin entering the trench will be considered TEMPORARY and shall be replaced with PERMANENT cetrtent 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 sander 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 die 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 regquired to provide a performance bond or letter of credit securing necessary repairs. Said bond amount will be determined by die 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. Emergency work t. 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 and Road & Bridge Office an opportunity to inspect the site to ensure tie integrity of the County Right of Way and traffic safety controls used. Vol. 3 pg. 7C! K Repairs to arisfing 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 designated representative and a permit has been obtained. G. Relocation of artilitiesr 1. When and if the County Engineer detennines 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 -,naterial 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 minimnnz 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. Petroicum Pipelines: Depth Type ofI'ireline (below deel2est ditchgrade) Special Reeauirerments Encased Pipe Less than 10' Must be covered with concrete pad at least 3611deep Encased Pipe Greater than 10' No concrete pats 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 The Concrete pad shall be minitnttm of 3" thick and width shall be pipe diameter plus 18" minimtun. 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. E 38 2 P9 0-1 TRAFFIC CONTROL PLAN REFERENCE MAP tn FRONTIER xx TCP (1-1A) WORK SPACE NEAR SMOULDER CONVENTIONAL ROADS E A T TC2 ROADS: WOODVILLE RD MNEMNOMS TRAFFIC CONTROL PLAN 2 FRONTIER--"" 530=-HI003 BRAZOS COUNTY - WOODVILLE RD, Pr6jectrr6300357aH2001•Skylark Springs NOTIFICATION OF PROPOSED INSTALLATION AND/OR REPAIRS OF TELEPHONE FACILITIES i DESIGNATING PLACEMENT COUNTY TO: THE COUNTY ENGINEER OF BRAZOS COUNTY, TEXAS Comes now Frontier [company name], hereinafter referred to as "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, 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: The project will install fiber optic cable crossings on Golden Eagle Drive, Skylark Blvd. and Nighthawk Court as shown on attached drawings and will maintain a minimum of 36 inches below the bottom of the ditches. All lateral lines will be placed in .Public Utility Easements (PUE), where applicable. 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 180 working days. (COMPANY MUST FILL IN). If such construction is not begun by the 64th 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. 1/®I. 1'g g 3 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. Frontier Company Name Destiny Willis By: p a'). Signature Permitting PM Assistant Title 465 Princeton Dr Address Conway, AR, 72034 Phone Number 501-548-3321 Email: dwillis@squan.com Vol. Pg. ACCEPTANCE Or NOTII+ICATION Brazos County offers no objection to the proposed location of the utility in tine County right of way as shown by accompanying drawings and notice dated,_., �I� � — Oq �+ except as noted below: (Month/Day/Year) 4 �vvv.l irfas ���►StS DK�Sc� t C7u tiaE�J EXCEPTIONS: � j Y Al Brazos County Engineer Vol. -3 .` _ pg. �S ITT SITE LOCATION MAP 4* L oj i FRONTIER Jim" 0 D CD c a- a 0 Wl"NG UTILITIES SHOWN— FOR REFERENCE ONLY CONSTRUCTION CONTRACTOR TO LOCATE ALL BURIED FACILITIES PRIOR TO CONSTRUCTION FRONTIERZ) BRAZOS COUNTY - SKYLARK SPRINGS pf"cm 5w" r I MMMM" A - via su w tun on, 0= Ai7=ENT OUCTSTO 8$ PLACED WITHI?4 <• ®ORE. SPACING ON MWNG SHOWN FOR CLARITY, MINIMUM DEPTH OFCCNER UNDER ROADWAYS IS Air. MINIMUM DF.PTHOF COVER UNDER NATURAL GROUND INCLIJOW0 DITCHES IS 36'. m�?e►aaue TV Ar or ' ypy 4 Vl "svq.trvu..aMmar um tow" 7t1' ,. 'via..... �. ncresaOacT � *r SST FIBER W 1.25" FLh I`+ 3 4219 `0 6w 1.23" OUCT 4202 s° 4001 , s Xc MEN IN 1.26• =T 112'l.2S•p 17- 4225 42SI A 4210 1.25• DUCT 22x 1.2 s218 K I.�GaNa PRoposmwfi=FttcEt Zx—T ..� ... ..� F4�00ffiSEDAE$W,R,aR •I •,• F.msT nTorttpT ununE§ u. anr....,........_:e.... EO1Gfi gFAAVETJLriT SA7E YfAl,TCS ' DR1iTl'FIU+EAD WA —ftA RAS stwm RAk ROAD �$,Exuuatas 0e uTunxc Ej.l AYr.ft00KKE (61•uaw �W YA nUbIIM7iE '+� PAD .. Q EA+w4tAu 91uvEo �. pg7NllsT � mu'f S . G.EX pm 4 Syxrca�_f R 0 Jeo+m etmm ® TAMTR *t fWT£*Krtla��[r O Aw4ro"ma >r.8T4R31 P'irSTEAtuAE n 3A CAAj IR4N %U VAva CA3YMOQA Q o=*suar ! wm 1AT8 =1 S MfnnSPANam EXISTING UTILITIES SHOWNFOR REFERSNCE ONLY CONSTRUCTIONCONTRACTOR TO, LOCATE ALL BURIED FACILITIES PRIOR TO CONSTRUCTION A FRONTIER �T ^ N2YiQI BRAZOS COUNTY - SKYLARK SPRINGS 53�t1S1 CUTA -M oclttaam=- Ju'f '.tA 6'LNi tRSi %411�5 nriare0tt !�fyaT z . TU.L 1% 1uT6'lii as 2 1 ADJACENT DUCTS TO BE PLACED WITHIN 4DORF. SPACWG ON DRAWINO SHOM FOR CLARITY MINIMUM DEPTH OFCOVER UUM 9203 ROADWAYS 13 4V� FAINOAVIA OEM or COWBUNDERIIATURALGROWID INC qQ(XTclH9SIsw.--- 4267 34V FIBER IN fZ) 1.25'VUCT • 212, L2s* DUCT 34X FIBER IN 1.26' DUCT 420 A f4 At- ci Z2rI.2vl=T O 7L-02 2711FIS Eft IN 1.2r Duct 42" ri DUE ma IL -4&r 4r - k" pQmM=zx= M M toll EMOFPAvrkw QTUOVmfm Al LEGEND j $10" DRUM .... . ..... W&ER A" ROAD 0. ".Cm;t Pot Apzratvu %r=-MN0"ME tsGoff m4wo"Mr. El 2=40.40"Mr PAD 4349 t"wm"m vzurw BWM tx Ko s"Tvicom 0 litowupmE Tama VATEftwiDwo IRWV0,04R SIGM ME FEATURE 3AMART1N"sm VAMT M3"WaR &KRM ME COILS AZIMSPAM' EXISTIN16VUL—If IES SHO % REFERENCE ONLY CONSTRUCTION CONTRACTOR TO LOCATE ALL BURIED FACILITIES PRIOR` O CONSTRUCTION FRONTIER" 530OW-HMI BRAZOS COUNTY - SKYLARK RpRitill-A i 91 NOTE, ADIACEN7DUCTS708EPLACED1 mum 4' BORE. SPACING ON DRAVANG SMVM FOR CLARtTY 64NM M DEPTH OF COVER UNDER ROADWAYS 194I%t&INUAU61RE HcP COVER UNDER NATURAL GROUND pr' INCLUDING DITCHES IS3X,. ^Tye^yam tetxtaFwwrtt 7tr it v - Pam.' zm" 4346 43SN6 f f)d -'LE ,. fiE tZ5'041Cf Fna�aaotNtl�urWCwCa�10 i 4316... i8'tsb'DUCT rL � 5���`tl%. ,�,, .x �,^•,... MiO�iY.$pAE,fWI :I kit$ "� RdGtTd,�.1XAT.LL4� 4 ' CM CW PAVEMEM i FUOEOF� Lt2"�"""eca� �wm E F ;7 I �7titrrEwttA,a —_a --- .........., '� Rw ~r��` A G4 ` EaaesNrrW4 p�a7vpm /4 y ` R1W+ER POi ® AR= OVaoq y! C --� ` Q tiwtla,vtDrroef ® u2m 1 �' �"` scratu�rtRE ♦ YARaft [j zRt�uu+p Dce �4 PAD 3 BtUPEO i 111pt17iA Pc4.E (`} ii`h411 i'+eAliRltTStWrt tC3 wANWNU41t BS M ME FIAILME i �'tia9MMMR Q EMi' ost Ru t64' 126'Duct Me AERIAL SPAN :y d 0 4 UOCA7E All BURIED FACILITIES M PRIOR TO CONST UCT ON f .! FR4ttlTiER + f� !i �� xaa�t-NzaII BRAZOS COUNTY -SKYLARK SPRINGS ' 4. viE ieo w�zt.a4 zac4 OF , a BRAZOS COUNTY ROADWAY SAFETY AND ROAD PRESERVATION STANDARDS FOR WORD CONDUCTED IN BRAZOS COUNTY RIGHTS OF WAY A. Geacral Requireittents 1. Adequate drainage shall be maintained in ditches atoll times. 2. Perrnince will use best management practices ("IMP") (EPA and TCEQ both provide lists of examples ofBMPs) 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 prior occupant. 5. Penn ittee shall not interfere with other utilities located in the right of way. in the event damages occur, pernlittee will be liable to the County or other utilities running through the right of way. &. County Engineer shall determine whether or not permittee's plans shall inconvenience the public, if it is determined that inconvenience to ilia 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 RegWreitietily 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 constriction, 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 flag►ncn, 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 fi:lure installation shall be placed at the back of the Right of Way. Exceptions may be approved by the County Engineer. C. Tri riic Control Plait 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 over night, requires. specific nighttime traffic control measures pursuant to the TMUTCD; b. i f construction is within ten (10) feet of the roadway; or c. Any work performed in the toad right-of-way; vol. 3�' 9 �9. 1 2. Platt must be attached lathe perm it 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 Smnrtarrls 1. All overhead installations shall conform to clearance standards of the Texas Department ofTransportation and the pole be placed in the designated area for power specified as set forth in the Texas Utilities Coyle, Sectivrt 181.045. 2. All pole installation (including lighting) shall be placed at the backside of the Flight 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) incites below the top of tile pavement; b. be at least thirty-six (36) incites below ditch flow litre 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 ofway of less than 60'. 4. Water Lines: All water lines must be a minimum 36-inches below the ditch flow lane 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 stealI 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 -- 0-2 feet, nominally 1' Phone — 2-4 feet, nominally 3' Gas .- 4-6 feet, nominally 5' Cable — 6-8 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 comity 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 art 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; Vol. ���% pg. ' �r� 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 (14) 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 tine following; a. location trust 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 inud shall be removed front ilia trench prior to back#illing. 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 mateiial as soon as weather pennits; e. All disturbed base and pavement inaterials 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. l t . Company trust be careful to not jeopardize the slope or integrity of the shoulder of ilia road. In the event Company datnages the slope, shoulder or any other portion of [lie 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" froin the Army Corps of Engineers for all designated wetlands and environmentally sensitive lands. E. Emergency work 1. in the event Company is required to perforin emergency services, that requires excavation in a County Right of Way, and unable to notify the County Enagincer prior to conducting emergency repairs, Company shall notify County Engineer within 24 hours of beginning construction/repith. This will allow the County Engineer and Road & Bridge Office an opportunity to inspect the site to ensure the integrity of the County Right of Way and truffle safety controls used. Vol. Pg. �3 F. Repairs to etistingfacilities 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 designated representative and a permit has been obtained. G. Relocation of trtiiitles: 1. When and if the County Engineer deternnines 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 ilia 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 -control led 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 ofthe 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 ilia installation material and design meet ilia 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. d. Petroleum Pipelines: Depth 'Tune of Pipeline (below deenest Glitch grade) Staeelal Requirements Cneased Pipe Less than 10' Must be covered with concrete pad at least 36"deep Encased ripe 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 The Concrete pad shall be minimum of 3" thick and width shall be pipe diameter plus 1 g" 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. 3 k % Pg. SKYLARK BLVD OLDEN EAGLE DR NIGHTHAWK CT FROM CARRABBA RD TO FROM SKYLARK BLVD I NIGI FROM GOLDEN EAGLE OR I S LOCATION TC SHE I EAGLE OR I NIGHTHAWK CT 1,WERSSC=N ----[_TC 2 CT INTERSECTION TO 4202 GOLDEN EAGLE DR I TC3 CILVD INTERSECTION TO END OF WIG-��VW C�T--+i6-2 I TRAFFIC CONTROL PLAN REFERENCE MAP FRONTIER-N�­% BRAZOS COUNTY SKYLARK SPRINGS" r �xn a+aa aseutxvow YQRd i, ons raS:!& 0#L�kfNG 7kAPFP4 s-- !^t^t rRaetin 1 _ i f r { ^y + JLrRCit 5¢' K .arcitaaet R e �Rasusq, po ttxwm iJ-- ayaar � $1( s y t .jai i TCR (1.2a) ONE LANE T M -WAY CONTROL V%4TH YIELQ sms (LESS THAN 20M ROT— SEE NOTE 7) c{i30.A auft q) ir. w cvmlp •riir atID& lu#=CA it wup¢ rvtlKae A +ISAMCWRRRtitY [ C+cWzfeGwnt74VCC {{ �� •R:YrY4W:lS.iRrAL .R». ..•. taJw �3 sa,trcf�swv t I FMO TC2 ROt'ND 1'f1�- AMES: SKYLARK BLVD NIGHTHAWK CT Meeitt• +utDR .M1. to to oianawi Nn3a+ i Ir+ ITM4M1 H'Mur1 Vt/Mt I �q�• q ' 1 tiT 3tY tr Rr St t:if'l7 t SA' ST !d rdtr LA •!C tiJ it{' SC 4 C R' Eie to Tw i6' b 16! bb tt7. tall b Lm m q SS tSQ' t1: tea 117 'aat M = rt:. M' Sir-. aV. UD...: isr Yar _tar at I sr a» » -rrs is a '�» i1• x i3 ttv e� n c sv x• 13x vas w sp iaa tm c Sig ratr tit Ra suttttttlastdnatecctn� i+L[Mi111 t3R YKyR,{Yt)t'Y�t Q s. susawsse�tatDersrriia 9. {/.tTMl+Gt�Cit t9lMFLi£3P1aQ Etnt iapeat ttVY=i}4W+:fi YA�IY►faiN t rrecwta•rwa'rwaaeoo !Oraia(wl3caw #AMA,[+ a It" ifK4CWYpt lRXAp AvVoM "=VVkArw 3 apviANZ r tICAMAWCA ttvAmopi immpora Rval7Yp/tKF4R►{wy 1>,c Av+tiiwttaoi m aam a+rac msrAtttrtor>rtiq { 4. +lfMarmiYt+ei[3 t+muE£dQWlhhtl7iA' 7. Rtt7Yt1r'6gitP.tlir:fDlfi +raea,uea�rtisr�ate ro mwu6r+aFditetOd.{if �+cctt�tupaeasusc� R 4N'ttttD'drJiKM111tN' wu acrisnnati�aurotr TRAFFIC CONTROL. PLAN 2 FRONTIER c"2"w wq&r cmsllv 3c# is! 1 di TCP —ONE LANE TVVO.WAY CONTROL WTH FLAGGEMS c""" Arm Ar n A 11 r1ho - TC3 ROAD NAMES: GOLDEN EAGLE DR U.0 kAkext 74., iff lyrWs— lvL W� xrkw XF M in —a to —re %W Ile sw w U& —Ilc -4^Vl 2%2 w w aF 1. SO mC EW TAftftu#wH&fwwo Nth twMencer. TRAFFIC C PLAN 3 Fjjyl FRONTIERE) 53DOW-H20DI BRAZOS COUNTY - SKYLARK SPRINGS Project45300357-FI2001 Whitetail Lane NOTIFICATION OF PROPOSE, D INSTALLATION AND/OR REPAIRS OF TELEPHONE FACILITIES AND DESIGNATING PLACEMENT OF UTILITY IN COUNTY RIGHT OF WAY •O. COUNTY ENGINEER ;,, i a• sae :'e COUNTY, TEXAS Comes now Frontier [company name], hereinafter referred to as "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, 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: The project will install fiber optic cable crossings on Whitetail Lane as shown on attached drawings and will maintain a minimum of 36 inches below the bottom of the ditches. All lateral lines will be placed in Public Utility Easements (PUE), where applicable. 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 180 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 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. Vol. 3�.�/ 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. Frontier Company Nance Destiny Willis By: P t !� Signature Permitting PM Assistant Title 465 Princeton Dr Address Conway, AR, 72034 Phone Number 501-548-3321 Email: dwillis@squan.com E 3L, pg. ,? ? 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 —1� "a9except as noted below: (MontlVDay/Year) EXCEPTIO NS: �y v,, �,r� � ,�s; s , I K p. 411 Brazos County Engineer Vol. e v � pg. �d0 END: 30.7304470, '9P I START: .30.726865°,: j3 FRONTIER- lo� 53OM7 - H2001 BRAZO§ CObWTY - VMITFTAfl ALL BURIED FACILITIES FRONTIER 53063-5i- COUNTY -WHITETAIL RUN 53�0351ICAWA WfAVAMD-k- l' THY tsn�i'm mp- ! it $001 541'FMCR IN tlS* 32X 1.2V DUCT-- 116 4100 51:45 AOMEUT DUCTS TO BE PLACED MTHIM 4* SORE. SPACING ON DRAWING SHOWN FOR CLARITY . . I ROADWAYS IS 441. MUMUM DEPTH OF 6152 1 MIMMn ' Kqsrl"^E KrAl 6d A y 'IP, IPA — — — — — — — — — — — — — mopllrp�afwq�lpvl � " i tMEOMAnum RMCENTMIN w- olu P= 0 n*Mq Po; Apvo4aox SM""o"ott (D umff --wc-mc B am"a BORE F" Ptsm Ex PM cmrwcAAM O rflomwRm-c tomft Oat" k"DWM %MWMEORATM mau"m4ft it vAtXT GO CA3 $hftt* ME Cc" AERIAL SPAN 4LL BURIED FACILITIES CONMOCTION FRONTIERD NOTIe` AWACENT DUCTS TO BE PLACED 4M HOI 4' HORE, SPACiNO ON DRAWN0 S14014N FOR MAR" � ►�iN89�t1#Ai3kptH'OFCOVERUK'DER ROADWAYS IS Ott'. IANjj%VM DbPTH OF COMUpttMWAMURAL(WOUND M IKCiUDtFlG tJSTCifES�q� t��35'. ozot 947 FIBERta 12V �A t3149 � 25TFISER W t MDUCT ly 6243 44tr 12Y DUCT / - ,„,,,..-65' 1.25'DUCT 6244 12W DUCT 4246 IM 54' 12 V DUCT OaS$xt a' 70 �h^ 7S'--"sue-----'T4�^..^�.--•t-^-2T� . b It 8 91 iok lokil PROPOMOAC --E]c 014 ['RpiAt£RtFltgR+E� ixL"tattil�Qtf�CR. . Ri0tdT12%itAY tatE"` .,..,� i't EDGEOF04T iauwcuuEaiare .._...� ...........� .� — i SWWAUM I11V(fut.CAp ...1 WATCR S7U+'WiYdAvi a iiavttetPpT . � ,ABaCi10t/�?1r Q t►�C � UGM �'i]tE1K#jxKltf '�. AiW+EA �� �w 7u4020Hat ®van a Nt p,Aaux nep�C ® stupw mtwx 6t MC ® uwmmaw p Immmrom M TUMM �{ ql. Ya1TtR11tORlbrt Q 7t4Wti,t>41�A ttompp smiun DAWARtUA*09 © VAV iie7; ®49 ta4Rt$R � tNCi,S - ; sawua � tR[t cc" AEIM SPAN 00 cn ALL BURIEO FACILITIES 0 CONSTRUCTION FROM ER 530U35T-id2D01 - ;„ S COUNTY - WHITETAIL RUN i � wat4 maumtr► scx S + NGTE- vsro�aa r uPFP naEur o�cr ADJACENT0=5TOBEPLACED MTHIN PFiaata'£PAERIuttaEtt �~' 44 BORE, SPACM0 ON DRAMIG SHOWN £'ffi41Lk'fl Fi20NTtCRliJiE1 FOR CtAAiTY 6441 _ - F,JGSTM C00 MER MINIMUM DEPTH OFCOVER UNDER RtCdtTfiFVrAYUaH � . R0ADWAV&fS40,'T jMAU4!DEPTHOF Ed9CFi PA17rMflit t COVER UNDER RAMIAL GROUND INCLUDING AITCNE3 IS 361. ECGH w GMYEt~ i SiQE 1YALft9 a s a 0400 &TUU ouxr 3EwfiR '+--7. -<._ RaAacAa ���~ 39f'1"DUCT E +tAMt+Wz s�ntvootE R u°"'"" f1 ii9m'.AF7Ji � A✓r�r�M Wlc .' "1 tie '(DV] 17YSDV1ANnItgtE N7f1 704Wl4Yt04E PAP ompto .� 6347 S:, 4P99'F38ERiN1.25'Duct�} .,,aa'+''° +''"r ,,,,,ram"' „�..•.---��"� ,,..�"'''�� iA. r:�ttnnrmAnr t. +%.�`•.J^';,,...r;"`�',y,�-^".c F.<.1.....-.'.' ..-�"'-* xnh.2FCRsctle ! Y7RRURnEIG71M! ErimawAG opus Me 0 Q a Ile sw 1.25, DUCT EMS Ca UTIMIES SHOWN FOR 5305 r! "' REFERENCE ONLY t y�f CONSTRUCTION CONTRACTOR TO LOCATE ALL SURIEO FACILITIES p PRIOR TO CONSTRUCTION A T p 6410 1 FR®N ! tEt� tl r fed BRAZOS COUNTY - WHITETAIL RUN °"'�i " ` 5.unaa ttta.tPAe PC4 f ! 1 ii f /� Ii711 J Rf7 S4C1Gi KE (•$T• tux► at aw 3FC as [ `f BRAZOS COUNTY ROADWAY SAFE, TY AND ROAD PRESERVATION STANDARDS FOR WORT{ CONDUCTED IN BRAZOS COUNTY RIGHT'S OF WAY A. General Regttirenaents 1. Adequate drainage shall be maintained in ditches atoll times. 2. Permittec will use best management practices C'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. Perin ittee 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. Safely Regm'retnenls 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 Trafflc Control Requirements below. 2. During construction, all safety regulations of the Texas Department of Transportation shall be observed. 3. Permittee must talk 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. A. Adequate provisions roust 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 fixture installation shall be placed at the back of the Right of Way. Exceptions may be approved by the County Engineer. C. Traffic Conlrolpiall 1. A traffic control plan, pursuant to the 7'MUTCD or Engineered Traffic Control Plan crust be provided for the following: H. Any construction (i.e. pit, excavation, hole) left open over night, 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 perforined in the road right-of-way; FVC)t. ��� P . /a 2. Plan must be attached to the permit and kept at the job site any time work is being perforated. 3. Plan must set forth the time of completion for the job. D. Design Staarlartls 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 7'exras Utilities Corte, Section 181. ©43. 2. All pole installation (including lighting) shall be placed at the backside of the Right of Way to ensure safety to tine 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 batik 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 litres, see High Pressure Pipelines requirements listed below; d. not be closer than ton (10) feet from the edge of pavement. Exceptions pray apply in rights of way of less than 60'. 4. Water Lines: All water lines must be a minimum 3&inches below the ditch flow line and cased. Wateriines 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 — 0-2 feet, nominally I' Phone--2-4 feet, nominally 3' Gas —4-6 feet, nominally 5' Cable — 6-8 feet, nominally 7' 6. Utilities with less than 60 feet right -of --way in all now 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 ofpressure 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; voi.Pg. ! ° 7 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 & 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 shalt 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 backf lling. Any backiill 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 tIte 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 TMUT'CD 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 pet'formance 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 envirommntally 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 and Road & Bridge Office an opportunity to inspect the site to ensure the integrity of the County Right of Way and traffic safety controls used. Vol. v pg. /09 F. Refmirs to eristiug 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 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, imprDvement, 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 tit the expense of the Utility Company. H. High Pressure Pipelines I . All utility Permits for high pressure pipelines {generally fit} 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. Willa 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 trust also be given that the, installation material and design meet the m inimarni 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 Tvne of Pipeline {below deepest ditch grade) Special I$ ula•ements Encased Pipe Less than 10' Must be covered with concrete pad at least 36"deep Encased Pipe Greater Ilion 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 The Concrete pad shall be minimum of 3" thick'and width shall be pipe diameter plus 1 S" minimum. 5. Under no circumstances will a pipeline be installed parallel to a County Road within tine Right -of - Way. Transmission lines have been determined to be petroleum pipelines (which includes natural gas linos) and shall not be parallel to a County Road. 6. Natural Gas Distribution is a line that serves the final customer. Vol. 3 k % /� wuyxastu+aYtsxe,q xf>»a»sTtor+tctwv sum nsxtow f f < 3 1 { 1 jj1{t � a gq TCP (1.2e) ONE LANE TWO-WAY CONTROL WITH YIELD SIGNS (LESS TWN 2000 AOT -SEE NOTE 7) Yr.26. ar.• IS 6"� tEGEHO slttDRNatafpa I tk:rtmva IlYRWft7VfuLM ..._. i MNNrY91zAY[VCt hSAY/1PXIRRL'g19CIL:. !tee/ SR+1JT'C Rtrh (./j.. "' ` nAQ TC2 ROAD NAMES: WHITETAIL LN Fasts N fIM aAaTplMa@ap ba Nr1a11 .. tM• #H lJnYan {Y e [t/aM tT C9Y1 tS i#It i { t u m faT 1 IMv w aT a rr rzr s aer a ucT. to •7 r. m '67 14V 211' t • DA' ►4 +@ S' m aw tw 'f°' ?CJ t✓a t4a' SG' faT aT at V7 - Yat m 6.l t7a' 6(Q` J FTS - J57 sla fiw - m +vv ty. i m t hV R! !l asr Jtf' 4?v n tta TS3 ttJ' ii a'.tl' Jtf 2 av q � iJa aaT YF Q TU' lQq W trtr TJF'YgtRfRTTif9 tNVS Otrpfat>�(YQ[�:. l•tRhGTMf7r tMCRJ'aT1Yry✓nT11C1CGd}3LTp7 �N6Rxl. t1tS4E6 t+1p3lRtiAOS,SiAtl04AN7tS9N'A�hJ,CYIiYtJ; a, au tanPtfci�aRtatKP3Ltut7rarTC9+u�R7;t Y�dand ST:Q71.taV aR:tAaTit7M$YaR#SYDYk 1 1'+L Cwaa'et Jw"MK9105'Rr W M aKrf t 1Kr R1Y7 N$JU 11CA wr marvf &� S/ W G Y'NAL A. �M:�KidN/T�xaAt,4ipg9MAdWt4Ni1 t� iA W anq teNtytFa MlAat TaC IiJ�CRR i A R5a41C(JO K+tibMMq.SWtN[LRHtl IrlARlo7 P LDVNf.L C! MA'iff aOV CRYIa �¢t+JY':cltaS tivaMrd./TE PJJR! NURq.443AttOtalRkFlf TYEttISF7Ct>7ftMt TDM hA:(.YtPC]IY wt�attY7annrnaovT�eswaJn ama w� i LL(g34YiL YtI'�f1'LKiL3NlT+llUts4a6t41�P0 T�fiLOnanilZ:76RTa!%f'YCYV+ry.:9 r. RbY'9T'STJaAtIWlP.mlTJgi.{itT�T1S7�� ORalutiYJytt te3JJ4r.:oRt7aiX.Ct! Mtnavv Ilgaat'aa.FWt.(STTtrdY7P, halNaMSataatiwt e.+css TvcfttRJ o"W' 00"Marts►. ,,, nta•+car�.,vn.Rwb+K3cnmWwawYR F"aVQtatt} M' TRAFFIC CONTROL { PLAN 2 � d i FRONTIER -H2O01 - �WHITETAIL RUN j ac YCt6 to . !u to Project#5300357-142001-E4st Industrial Park NOTIFICATION OF PROPOSED INSTALLATION AND/OR REPAIRS OF TELEPHONE FACILITIES AND DESIGNATING PLACEMENT OF r: RIGHT OF WAY TO: COUNTY OF BRAZOS COUNTY, Comes now Frontier [company name], hereinafter referred to as "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, 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: The project will install fiber optic cable crossings on Crosswind Drive and Fourwinds Drive as shown on attached drawings and maintain a minimum of 36 inches below the bottom of the ditches. All lateral lines should be placed in Public utility Easements as shown on subdivision plans for East Industrial Park. 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 180 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 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 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. Frontier Company Name Destinv Willis By: Signature Permitting, PM Assistant Title 465 Princeton Dr Address Conway, AR, 72034 Phone Number 501-548-3321 Email: dwillis@squan.com Vol. 3 Pg. — -� 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: (iVlontli/Day/Year) EXCEPTIONS: D,,,, I e �- .I. i `ri 1 C rc�ssr a .r , I ea ems, r- Brazos County Engineer i!$ IV :Opt� R zos A. V.Z', PI-RK PH ti 6-) O EXInNG UTPUTES TOWN FOR REFERENCE ONLY CONSTRUCTION LOCATE ALL BURIED FACILITIES PRIOR TO CONSTRUCTION `7 FRONTIERf.- 53M7-H2001 BRA= COUMY- EWOMW INDUSTRM PMK OWE ra "LW" ow'" row No PC w ""W co w EA, NOTE, ADJACM DUCTS TO Be PIACED%MTHIft 4-60M SPACtNO ONDRAWNG GHVM FOR CLARITY MINMUM DEPTH OF COVER UNDER ROAMAYSIS45" MMMUMDEPTHOF COVER UNDER NATURAL GROUND p 0241 f69112510007 6235 327 1.2v DUCT 6220 0227 31W FIRER IN WV DUCT 6250 LEGEND — — — — 0240 —tvavci — — — — — — — VXG Of PAMIENT EDMt`F L — — — — — — — — — — -- R0ADCtNTa—Uj2 — sTc4w RASLrt*Q to sr=,waft pr AD whi Txrto"c"m Eg PAP "two"at a ownt, 'owe "? -IS vmmx 7611.25, DUCT 623D gx Ka El SWCH "AM 0 (stamArm 4* TMER VATTA#ffMAW ©tttAJfSrOWKA III 3AWAM9UMMS VAMI v4m=t 3wtm Im ; �-4ut—r -- Iff t25 DUCT coos AjRft3PAM MEN EXISTING UTILITIES OWN -FOR -------- �— RIMONLY —c ION CONTRACTOR TO �To LOCATE ALL BURIED FACILITIES I PRIOR TO CONSTRUCTION FRONTIERE),' 53=57-MI DRAM COUNTY- EAST mmos MUSMIALPARK fs"cl mato-,%A a wou MA*M 5w tlt= Ml I mm;l" Ira 51" F.O"-- i I F2 I . 7MM w;2 cr I . , ......... ------- ADJACENT DUCTS TO 26 PLACED WITHIN 4'CORE. SPACING ON DRAVANG fiNuM FOR CLARnY 1 MMMOM DEPTH OF COVER -n 0 ROADWAYS IS 40% MMIMU= OF tir- COVER UNDER NATURAL GROUIAI 351w FIBER IN 1.2s" DUCT 11 L 24� 24 --------- ;a A.- 99T FIBER IN 1,25"oUr.7,A4 62t7 76 1.2V DUCT 6218 DUCT 11257 DUCT SMMA DRAW nAs P.44.R= +Hi+l+H+H*P+f+4+Hr+H H atupm Ma E) Url"Aho."F PA® mm 6214 WSW "T mu tint 0 TAKU syme"a" 0 monxRpme 10AqR i * VAM"TOMA"T 0 04"MEFFATUAL VAU%? ENC=kms anfts ME c"s AUM SPAN ALL BURIED FROMER—.0 MAWR wdii.- ALUACENT DUCTS 70 8C PLACED VWHIM 4'DORE, SPACING OR DRAWING S140VVN FOR CLARITY At NISAUM DEPTH OF COVER UNDER ROMWAYSIG48. MIMMumoEi COVER UNDER NAIURALGROUt 1643 loll 7/7 M40 OF FAVZMWO EDGE CW CRAM -— —-------- — zk�ci:;;�ME - WAW SOWER rtMutpur (D uca m4w7L vtc WOMR puum 0 I7W 12SDUCT 11b-,vs4nm10w4m E) IRMIFOWER @ ems AERLAL $PAR 10 0 co 9 so sw 11 - 4- LOCATE ALL BURIED FACILMES PRIOR TO CONSTRUCTION A FRONTIERE) MIL 6201 `, a .' 1TJ't3s-D 52W FIBER IN 125' i585 LEGENA ntw—a rRg0#11 R—,/ GT j f f// NOTE. PROPaStaACPtuI;PcgER •.• _ •,• e 1 ADJACENT OUCTS100EPLACED WTHIN y#p yli7[R ' 1 4' OORF-SPACING ON DRAWING SHOWN SW FIBER IN1.2S DUCT.- e FOR CLARITY 4JOSrits4#Y1AF51EA• VJMAALMMF'THOFCOVER UNDER\X/A1Giii#•WAY6�iE'.`�'~ : a J r Elm or .nr A4AtP`eYAYS 15 4$ : M1N1MU1q DEPiH OF a�6 � PAiZYiM j 1V r R NATUIs 36'.RDUN— 17 EOLiE 0F6Ri1— ^ ^ — s •, INCLUDING OITCHPS 19 38 RanWrt&#ua+E 510E K3 i "2->3111nS.gRlsiAh MM--y8'... ++++i+H ; �M+H+4 i'} ; #+H f L`J n.Ta. ' '�' ILQ.4'Ui raT AWGjpNCQa '� � 1�.1 7KaiiNaf101E '�- kAm.R.R •R:.,...Mn. �e�..,,,�„ri ,.ss3 B. 7AX-0-FNoHol[. �'" PAD ewftb iffg"m ®nx#acx rxna er4Ta�ea#a 0 raamuPaae tb1 ToneQ j � wAldAaryaAM p siu.RSToa,ae f � 'sroa+rse.uruus Q v#r1u<T#a mmt C7 wMit CGils AERIK$PArl 925'DUCI fR co MTiNG UP ITIES SHOWN -FOR - REFER ENCE ONLY ✓ CONSTRUCTION CONTRACTOR TO LOCATE ALL BURIED FACILITIES PRIOR TO CONSTRUCTION PRGNTIER f 1560 f WM3V-i1206i M 1767 115* DUCTADJAC�aDvosso �RE.R "' *VOREMflUCTS 70 CINGONORALACED NGSH 1FiiN E7CCifvO &pt7lxiTse 4`E�tCLARPACWCiCii OR�A4Nh$SitflWN. r...w........Fl.....:.r . .' ..^�..a. FOR CLARITY EMMOMO MR ; AUNIJAUAiDEPTH OFCOVER UNDER \ ` E4$1,?S`DUCt FWM?4f-WAYtwE ' ' " ' '1 R4AAY1AYS3S48 A43i#IM4f&IDfPT11OF 52,.Q'FIBERINI.2VDUCT \ +a. .J � EDGE OFPAWOff i COVER UNDER NATURAL GROUND ry ' ^ INCLUMG DITCHES IS 36. �` ' �`,, 1562 EaaEOFtlruveL ItmocENtEfum ^—,�^^•--24 ...._.._�.....2D'--°. l�u$� f// 1�71 C} 611u4'vEKitD SiDiWORA Y ._».....»�_...•' «�.. .... ,.._..�_` ,� scoall ctmwoGts Qorveccc _s ncwtttvof P `• \ e jrxa+wrowca (tt t>wia l \ ' ist2s9a1AtGAA3lt ®PAD � "Pro 6YAIb1QiAt1 0 /AONif+R KNE' .40 TOfvCR .1 \ \ � arow+Fsarurwe �. CA3 VAMM Q. 4k4iQilAiE ' ,,✓� fff y �. wmua 15 raae � ` COits AEFIALSPAN 8 O d 4' EXISTINIs UTIL TIES SiiilWht REFERENCE ON LY- 1515 CONSTRUCTIONCONTRACTOR TO LOCATE ALL BURIED FACILITIES PRIOR TO CONSTRUCTION A FRONTIER . 53{IE T-H2001 ; BRAZOSCOUNTY•EAS SMZOSINDUSTPIALPARK f t Fig. avcs"'�w "no ar +zA+snt � - ocama taxatw Fjrr�a ar :ac t as i t , r I LEGENU_".�_ PSiC6%"S,T)6UTirEO fjBEIRt OSiGi .--.+�.w. � PRt�O9'ELT 24t.FLatA C%a`aTUtO R TItTiE� IEXt3TiKOtXaci.FtSER EDGE OF MUM M EOLtEOF 6RRVEt. RAXROAV t�SOC VYRiK^r .BTU OYrAlt4rAO $SU titiOd:tiif>Qi1hD 6TOHU tfFtAW •- r �ro.me�ronw v. C.. SEWCR (�RtU.�AE p:tLa4�fAID0T � .� Uo-T i j rArxauatE Q vso taomgm a -Musa to ►EU VATC14c R 0 f1tGNUERM t ( TaKil Q,1 VMTERMvwtr Q TRNVSltH6ME1t slow rog runm �. MWARTYdMt*Lj ® VAMf aLG1Swp=R lb EtiAOU RE Etmm TRU �� AUCAL WAN 00 EXISTING UTILITWSS—HOWN FOR REFERENCE ONLY CONSTRUCTION CONTRACTOR To LOCATE ALL BURIED FACILITIES PRIOR TO CONSTRUCTION FRONTIER 53ww-i{2out 8iZ1=C0U?M-EAST8RAZWlWU5IW&PMK , Pf490 tOWA tRrute, t 5T7 textTm Etrcv� wt ea sw mom» aP KU lea lox ii tee, 7 Df L. C 1506 II5VFfMR$N 1,2W PAZ, 00"PAO; 014. "40po"00= NOTE. ADJACEW DUCTS TO SE PIAZED S HTN 4'DOM SPACING OHDMWN0 M FOR CtARITY MtN'MOM TMMNVT, 0r COVER UNDER NATURAL GROUNO 6123 8127 02'FIRER IN 1.2S'CWCT A Y, LEGM0 6217 SWE WALKS 8211 RA:LROAD 7W FIBER In t15"GUM UM flowcarat 0.. Amrommax B trur4wcwti (D tion 4WT,2r0VCT .0 B Y=-Aur"At + mmast B -.04WXMCL$: ER ?AD Es me € Q aroma tonal p`tD wwwwlwa pnom7wffA 0 mftftu, mmwbmw \- 1w SIMWVtf4ffA"f YR"Afaftwq VAMT 04MAAJ" (D tit"cum MAUD 0 tntt ColLu AERX SPAN (D (D cm EXISTING -UTILMeif-S-HOWN FOE REFERENCE ONLY CONSTRUCTION CONTRACTOR' IOMSERIN LOCATE ALL BURIED FACILITIES qz PRIOR TO CONSTRUCTION FRONTIER 6=57-H2ODl URVOSCOWM-EASTHRAZOSDIDUSTR PRO pom"t P rimm OR= W^—m SIM tinv w = im sw 88 BRAZOS COUNTY ROADWAY SALTY AND ROAD PRE SERVATIO3N STANDARDS FOR WORK CONDUCTED IN BRAZOS COUNTY RIGHTS OF WAY A. General Requirenteuts l . Adequate drainage shall be maintained in ditches at all times. 2. Permittce 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 Counry 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. Tile construction and maintenance of such utility shall not interfere with tile property or rights of a prior occupant. 5. Permittce 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 outer utilities running through tite right of way. 6. County Engineer shall determine whether or not permittee's plans shall inconvenience tite public. If it is determined dial 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 Requirenreuls 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 Departittent 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 hind 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, Truffic 00111rol Plrrre 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 over night, requires specific nighttime traMe 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 riglwol-way; Vol. 3 f �t P'. 2. Plan must be Attached to the permit and kept at the job site any time work is being performed. 3. Plan must set fortis the time of Completion for the job. D. Des1gii Slantlards 1. All overhead installations shall conform to clearance standards of the Texas Department of Transportation and the pole be placed in ilia designated area for power specified as set forth in the Weans Utilities Code, Section 181.043. 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 cony 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 oftlte 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; e. 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 ofway of less than 60'. 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 steal I 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-0-2 feet, nominally 1' Phone — 2-4 feet, nominally 3' Gas -- 4-6 feet, non inally 5' Cable — 6-8 feet, nominally 7' 6. Utilities with less than 60 feet right-of-way in all new developments shall install Ilia 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 ©PEN CUTS WITHIN COUNTY ROAD PAVEMENT; b. be pressure grouted for the full length of ilia 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 groaning operations, e, 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; Vol. 391 Pg. / )-S 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 3 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, baekfilled 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 backf ill placed during a rainy period or at other times where excess seater 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 -sway, Company will be responsible for repairing the damage and repiacing the right -of -sway to the condition it was prior to commencing construction. 12.Operation of construction and/or maintenance equipment on Cite traveled surface of any improved County rood 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 robber 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. Emergency work 1. In the event Company is required to perforrn emergency services, that requires excavation in a County Right of Way, and unable to notify the County Engineer prior to conducting emergency repairs, Company sliall notify County Engineer within 24 hours of beginning construction/repairs. This will allow the County Engineer and Road &. Bridge 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 c visting 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 designated representative and a permit has been obtained. G. Relocation of titiGties: 1. When and if the County Engineer detenuines 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. Higli 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 inforntation in the description of the permit. -diameter -wail 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 m inimul-A Federal Safety Standards for Liquid and Gas Pipe Lines. Assurance must be provided on company letterhead and signed by aft authorized representntive of the company. d. Petroleum Pipelines: Depth Type of I$ineline (below deenest ditch grades Special -Requirements Encased Pipe Less than I0' Must be covered with concrete pad at least 36"deep Encased ripe 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 The Concrete pad shall be minimum of 3" thick and width shall be pipe diameter plus 18" minimum. 5. Udder no circumstances will it pipeline be installed parallel to a County (toad 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. E 391 iJg..1�? . I LOCAVON - FROM CROSSWIND TO END OF FOURWINDS OR FROM US-190=-2170 END OF CROSSWIND DR SHEET IC3_ TC 3 1 TRAFFIC CONTROL PLAN REFERENCE MAP sm FRONTIER--'*` BWOS COVIM- EAST WVZOS WDUSUMP&RK Mom mm riom - =I =1 mr-m W^Xt $Ina= SXR am ma is I -,,x CRqS .I_L_ TC 3 TRAFFIC CONTROL PLAN REFERENCE MAP FRONTIERE) GRqmcmN"-FAST KOW cx" W=7 I-SHUM ROADWORK 11,EIIIN T"Amc t— a cvudeo V. !4 MCI= Trwnc M.-n- 4, /*\ JJ t TCP (1-2a) ONE LANE TWO-WAY CONTROL VMTH YIELD SIGNS (LESS TMI M ADT -SEE NOTE 7) -rs4r AIA" Ug Nu= 1) A TC3 RO&D NAMES- FOURVWNDS DR CROSSWIND DR -fit, %fr IV a M Ila, V, 4w APO;- --Iff- -7w— tw ir Am ui tv to is -- 4.v so E-E. Ep-EEF-Ea" km P3 TRAFFIC CONTROL PLAN 3 FRONTIERE); Project453003 7-14I 001kSilver'Hdrse R.aiich (GoldenyEagle Drive) PLACEMENTNOTIFICATION OF PROPOSED INSTALLATION ANWOR REPAIRS OF TELEPHONE FACILITIES AND DESIGNATING OF COUNTY OF TO: THE COUNTY ENGINEER OF BRAZOS COUNTY1 TEXAS Comes now Frontier [company name], hereinafter referred to as "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, 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: The project will install fiber optic cable crossings on Golden Eagle Drive as shown on attached drawings and will maintain a minimum of 36 inches below the bottom of the ditches. All lateral lines will be placed in Public Utility Easements (PUE), where applicable. 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 180 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 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 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. Frontier Company Name Destiny Willis By: a)w& Signature Permitting PM Assistant Title 465 Princeton Dr Address Conway, AR, 72034 Phone Number 501-548-3321 Email: dwilIis@squan.com Vol. Pg. 1 3� ACCEPTANCE OF NOTIFICATION Brazos County offers sto objection to the proposed location of the utility in the County right of way as shown by accompanying drawings and notice dated .__ % -- lL4— d-q except as noted below: (MontlVDayNear) EXCE TIONS: 4-l 1 /4,4"h-&404 s La b,- f, ac eJ CLs to,141 or.+" j A"S 6V � ie �`'Ti'ta,t r-oyy►'� . Brazos County Engineer ol. pg. .� � P&STAkT:tX7295 " 0-96 OR-8,1E N-b30.72670-&-.-O6. GPS 1U, 30.126M;�, 96.82 FRONTIER.-O'N Bwos COUM _SILVER IjORSELR CAM 11 6) CL �o L:L1N571t4i1.4114INtiEJN ItiAGt Vf{iU %� ,t LOCATE ALL BURIED FACILITIES PRIOR TO CONSTRUCTION FRONTIER M357 • HMI BFMOS COUNTY- SILVER HORSE RAMCH wsaanf SST tern ennLL9utf i = cur an " s� fafuam zm= j ffJtE W6t�S7 w � f 06 S , sa 4! rn Fm I= o m ;i a NOTE ADJACENT DUCTS TO 06 PLACED WITHIN 4'8ORF_ SPACING ON DRAWING SMoWu FOR CLARITY m MINIMUM DEPTH OF COVER UNDER ROADWAYS M 49*. fAjNtMUM DEPTH OF COVER LIMM NATURAL GROUND ONCLUDING DITCHES 24 231— ZYFI13ERIN M'DUCl- 4167 N Ill'FIBER IN t.23"DucTb,', FlaERN t.2.V OUCt I SEESHEETZI- 14 170. say OUCT'moo; f ci 4179 4001 4001 4, 167 126*DUCT 6W t2V OUP-t 4368 L LEGEND fjROVOSEDAE1114 f1SER EXMPMCMFMER F%Vtmrm ansovie"m 4M GAS RA% FKM +Hi*H-H4; I V44W41-0d PAD stupto "ALOW W40" remain Q vAmlr (g) G" VAAKXR Q vtowumt wm TAU c A caltO AERIAL WAn 0 S& EXISTING UTILITIESSHOWN FOR MF—ERF E ONLY CONSTRUCTION To LOCATE ALL BURIED FACILITIES PRIOR TacoNrmucnom 4all 1.25-DUCT IN 1.2MUCT [_2 FRONTIERZ) =ML ADJACENT DUCT$ To BE PLACED V47t11N A'SCRE.SPAC" on M?Aymo Stjoym FOR CLARITY 4r Let %7& 1.25" 178'FIDER IN 4143 044 -71 T-76d 4150 LEGEND — — — — — — — — — — — — — S*CWAM onyom,4uo ans WA ROAD 'o" fLqNfRpoT (§ ST 12Y WCT 61W FIBER IN 12W DUCT , <� '4 FA4 too fuwo"= ftUO04 pftqpa6zo=lr Lo� All 4132 6VATOIGEAM 0 OR"IER POW TOATA WARAIRDRAW II ID 4f$9 smwpwtmyu;t,- Ile, e E) EXISTING UTILITIES SHOWWFOW—, 1� 43rfiPER IN t2VOLICT OE111111 Co 14STW UC.tg&T CONTRACTOR LOCATE ALL BURIED FACIVRES PRIOR TO CONSTR CTION 4107 A DI fir 9.25* DUCT FROM TIER2 w 12V DUCT 4100 BRAZOS COUNN - SlLVFR HORSE RANCH, oars a 33' 0) lm- DUCT 197 (2{ 1.25- 4032 �f A'¢ 4020 T.25'DUCT A.2V DUCT 4015 439' F19ER 114 1.25 DUCT 4019 am pa"at 4,Aa. HOTS: 1 ADJACENT DUCTS TO BE PLACED WITHIN 4' SORB, SPAC1140 ON DRAWING SNOAW " FOR CtRRttY MINIMUM DEPTH OF COVER UNDER M7CxppKt ROADWAYS 1540; WN1AdUMDEPTH OF COVER UNDER NATURAL GROUND INCLUDING mCHE5l8 W. 4 ( LEGEND m. 2 0P63CDAERVLLf78ER a t EXc3Mm C00 FMER t T ...--..�w,...... EDWOr PAVEMENT CAS....�.......�.�....-. ca+apnloae �etu�z } _+T'nomaroT � awcjrepneoa „j 11'a70'ailNDllC1@ �i tRitt i a=>�A �. ©1l4S7MD 'a�aaprr � suuaaa � :a ®1a►R0 LtNICIi C1'A11 ' o'r9*"nmp 6[ TV.VW H47ER1irL'+UNJ �1 T=ATI'JW1tLA '�'STORYfWEAP.AT7ME - .1 '� z-MtARruAm8Mz ® WAT �P+saaJueat Q f"Masun d mc Colts AERM6I6 SPAR' 00 � r 0 49 10T ; e STING 1� rQflES SI QWN FOFt RE ERENCC Y CONSTRUGTlON CONTR�'TOR TO :OCATrz ALL BURIED FACILITIES i PRIOR TO CONSTRUCTION }t(, FRONTIER" . 7L 5300357-N2001 BRAZOS CCl1NTY -SILVER HMSE RANCH uusr seA rnxi� " LAMS LK7lQI# r 1 s� ►aAres,tsa r�1 uct !.r-0 an�usl we i to 3 ms� iix r Ar na I " 4ass 43t, MEN IN 40 AM 7ra) AM 7r 1.75, DMT ADJACENT DUCTS To BE PLACED I THIN 4* GORE. SPACING ON ORAWNG stiom FOR CLARITY fj MINIMUM DMN OF CovEft vmo& R0AMVAVSIS4r MINIMINACM110F urf COWA UNDER NATURAL GROUND .a uoasT INCLUDING DITCHES IS W- —w-- 4047 'GEND EDGe OF PAVEAOO OFGRAVEL SM WALKV BTUcvmfm amwomRo" MR GTOWORM, — ----- — ----- SttivER PAXM-,D lrni+H+H-+H+H+Hi+ olvtm G A04Tkomem CO -mv-woftt 1.0of nv um B AATdUtfGGAIGGa Elm ED aaaagT ER ftuo= IRu.co Lq avec"GM - 0 WVKA MRS "TDR04 ID V $4474*1 u&vx*a Q VAMIL M3 WROM roan AERWL SPAN 0 G EXISTING UTILITIES SHOWN FOR RE F' ONLY 0 COUtTAUCTION CORTIV�C—TOR Y(—), LOCATE ALL BURIED FACILITIES PRIOR TO CONSTRUCTION FREFERENCE A FRONTIERE) 53WW-li2QOl BRUOS COUNTY - SILVER HORSE RANCH MAM. =,V4= m tto MAM= aN J= 5 W to" M "G fto -, Jim Z- BRAZOS COUNTY ROADWAY SAFETY AND ROAD PRESERVATION STANDARDS FOR WORK CONDUCTED IN BRAZOS COUNTY RIGHTS OF WAY A. Gelaeral Rertuiremerrts I . Adequate drainage shall be maintained in ditches at all tunes. 2_ Permittee will use best management practices {"f3iyiP"} (EPA and TCEQ both provide lists of examples ofBMPs) to minimize erosion and sedimentation resulting frorn the proposed installation. 3. Tire 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 time 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 n prior occupant. S. Pernnittee shall not interfere with other utilities located ill the right of way, In the event damages occur, perm ittee will be liable to the County or other utilities ruining 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 time public. B. Safety Regttireuteuts t. Proper traffic control measures must be put in place prior to beginning work and remain in place during the duration of the jab. All traffic control measures. must follow the Texas Manual of Uniform Traffic Control Devices (TMUTCD). See Traffic Control Requirements below. 2. During constriction, all safety regulations of the Texas Department ofTransportiition 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 ininimurn 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 time back of the Right of Way. Exceptions may be approved by the County Engineer, C. Traffic Control Plim 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 over night, requires s ecific nighttinie traffic control measures pursuant to the TMUTCD; b. if consnvetiotm is witliiii tern (I O) feet of the road1vay; or c. Any work performed in the road right-of-way; Vol. J? � �� g. � �a 2. Plan must be attached to the pernnit 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 Stanclarils 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 fonlln in the ?'errs Utilities Corle, 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 nnay 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 tile pavement; b, be at least thirty-six (36) incites 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'. 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 Ilya roadway. 5. Utilities in a1l new developments that have 60 feet or greater of right of way shall be installed within designated locations based upon ilia type of utility. The locations shall be as follows: (measured from back of right-of-way). Power — 0-2 .feet, nominally I' Phone-2-4 feat, nominally 3' Gas — 4-6 feet, nominally 5' Cable — 6.8 feet, nominally 7' 6. Utilities with less than'60 feet right-of-way in all new developments shall install the tntility 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 tray 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 #'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; c. 'I` -..DOT Standard Specification Item 476 shall be followed for all boring, jacking, tunneling and joints. 9. Bore Pits a. no pits sliall reinuin open longer than 2 days; voi. pg./ r' 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 shorting to protect pavement integrity; f. based upon soil conditions, the County Engineer or his representative may require pits be placed further from ilia 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. backSlled with cement stabilized material. c. based upon soil conditions, ilia County Engineer or his representative may require shoring to protect pavement integrity. d. All excess water and mud shall be removed from the tench prior to backfilling. Any backfilI 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 tinder the base and pavement materials is allowed. 11. Company must be car-eful to not jeopardize the slope or integrity of the shoulder of ilia road. In the event Company damages the slope, shoulder or any other portion of the right-of-way, Company will be responsible for repairing ilia damage and replacing the right-of-Avay to ilia 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 perrormance bond or letter of credit securing necessary repairs. Said bond amount will be determined by the County Engineer. 14. The applicant shalt submit a letter of "No Objection" from ilia Army Corps of Engineers for all designated wetlands and environmentally sensitive lands. E. Entergency work I. 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 ilia County Engineer and Road & Bridge Office an opportunity to inspect the site to ensure the integrity of the County Right of Way and traffic safety controls used. �oJ. Fs pg. R..Kepairs to en istiugfacllilies 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 designated representative and a permit has been obtained. G. Relocallon of wilitles. 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 I. All utility Penn its 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 trust 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 TyBe of Pipeline (below deepest ditch grade) Snecial Renulrements Encased Pipe Less than 10' Must be covered with concrete pad at least 36"deep Encased Pipe Greater than lit' 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 The 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. G. Natural Gas Distribution is a tine That serves the final customer. Vol. 3 g-pg. l �3 __F_SfREE-F_ LOCATION Tc SHU GOLDEN EAGLE - iW-1FROM 4191 GOLDEN EAGLE DRT04107 GOLDEN EAGLE Dii7'---'- TC2 D GOLDEN EAGLEDR FROM 4179 GOLDEN EAGLE DR TO 4044 GOLDEN EAGLE DR TC3 GOLDEN EAGLE DR FROM 4107 GOLDEN EAGLE DR TO 4059 GOLDEN EAGLE- DR �17c 3 I TRAFFIC CONTROL PLAN REFERENCE MAP 0) Cc) 0 FRONTIER--"%- MW - H2001 L� �u�� t troxaraaR Flom ft'eas• Rta a c'�i_ 42°. 1T 7-�Ttq 9tp +yY�� SQ. 8 9}!y 4i QNQ6itQ-0G, TRAfTiC i_.. "` tit£ MOR pl 1 1 1 4 ! I TCP (t-2a) ONE LAME TWO-WAY CONTROL WITH YIELD SIGNS (LESS THAN 2000 AOT - SGE ROTE'/) gia l cr,sroct CWWO 4rla • ilv��:: HEnwcavrwf+ct s tyNwttiTJsgSit.Vtt �� tcaarrn�xx NtictA .L. aLw �] iT4tSTp.":iupa � Iytp t C2 ROAD NAMES: GOL5EN EAGLE DR •iW t•MOR diryuasow S�,'•rl 4f'd4vi�Tjan�Myi EW attr ' r • i Ia1 t+nAe� n f U 1tT i 1/1' ltY iR It Qr SA T:a AOA• 7r YtA to •Si^ W ess +3' in IN A4f fat 17 FRa •t'1 t4 . tm sas t em as tar m u Lag ' a OC 4w 110 _xa sm 7aa a�i Au xv: aea a7 to 14r aA1 sn n TSf! xxe ur. tav • - tia vn sea m m _ m us aas m Af7.. .itW w1.. hR tM[Y t[e4TtC L M.Ltwrcto =vm trtirtLri.C3TAlc iWeStlVdC1P ? 1MtWMtI'ol �S.'`Hrit 4 GWtT,At.Mtu S1.T�iMPKyi 1 aiplappAtigK NALMMLtd i wumtrt+.� tAlme lo= .VM "Mipoftil A.- AMOVATItW 11xXpd nm*w aWYJ c L Rk4*M =. GENEIMHOTES TRAFFIC CONTROL-J.' PLAN 2 `# 7 FRORITIER ' fr3i'�357-NZ001 , ".[)11NN. Ctr VSGr LiritaCR AeA,fru 'I LMNO xaz 5 EAar 71 _,_� TC3 ROAD NAMES: GOL67EN _EAGLE DR - 5.21 _.- N BE �5 11, I= Am A Nv SAY n toI - —, - 17• , 1; qp -1v 10 1&t AM W ra At Pa wo 9 "con An' Ar* r.AW ONE LANETWO-WAY It, CONTROL WITH FLAGGERS FRONTIERE) 530=-H2001, :OUNTY -SILVER HORSE RMCH ICOWA MOK wn WC ar Fa BRAZOS COUNTY BRYAN, TEXAS DEPARTMENT: CC 2023 - Utility Permit - Frontier - Road and Bridge NUMBER: Old Reliance Road and Wallis Road - Internet Service DATE OF COURT MEETING: 2/7/2023 ITEM: Consider and take action on the Frontier utility permits to lay fiber optic cable for Internet service within designated areas along Old Reliance Road and part of Wallis Road. Sites are located in Precinct 2. TO: FROM: DATE: FISCAL IMPACT: BUDGETED: DOLLAR AMOUNT ATTACHMENTS: Commissioners Court Darrell Kolwes 01/30/2023 False False $0.00 File Name Description Frontier - Internet Service - Utility Permit - Frontier - Old Reliance Road and Wallis Old Reliance Road and Wallis Road.pdf Road - Internet Service Frontier - Internet Service - Utility Permit - Frontier - Old Reliance Road (1) - Internet Old Reliance Road W pdf Service Frontier - Internet Service - Utility Permit - Frontier - Old Reliance Road (2) - Internet Old Reliance Road (2),pdf Service Type Backup Material Backup Material Backup Material k 1 Duane Peters Da :y z�� 4 7 ounty Judge Project#5289933-Feeder/ NOTIFICATION OF PROPOSED INSTALLATION AND/OR REPAIRS OF D DESIGNATING PLACEMENT OF UTILITY IN COUNTY RIGHT OF WAY TO: THE COUNTY ENGINEER OF BRAZOS COUNTY, TEXAS Comes now Frontier [company name], hereinafter referred to as "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 Iay, 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: The project will install fiber optic cable on Old Reliance Road and Wallis Road which are Brazos County maintained roads as shown on the attached plans within 5 feet of the right of way. Line shall maintain a minimum depth of 36 inches. Where applicable, lines will be placed in designated Public Utility Easements (PUE). 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 180 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 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. Vol. 39% pg.1�T 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. Frontier Company Name. Destiny 'Willis By: Signature Permitting PM Assistant Title 465 Princeton Dr Address Conway, AR, 72034 Phone Number 501-548-3321 Email; dwillis@squan.com Val. 8 Pg. q 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 � '—rZ except as noted below: (Montli/Day/Year) EXCEPTIONS: fi 0 V-0— 3 Brazos County Engineer Vol. "�'3L1--- Pg, /-S-0 6) PREPARED BY a- s Q UA N 466 PPJNCF.TOU OR CONWAY, AR 72034 60f•932-0900 �% " '��. "v 9'.♦ Y � n� xYi� 4y J�J �y °'p�4 * Y^ v r � ��5. ' �' �, }��f T� \'� � +� F� ,� �+. �a\1� •*r � •- p ;,,n �.'"k�Y lay 'Fil. r�r V.} r � naA. ,• s h � �. ^ a I s r�, w • a � � � � " �'II%f�=„7 �+"? : w °., pa r•.+'+�"' w��e+ •a ^ aT�r � x" .y. ♦ 'i l�',� n � � t! " i Y i ''��w • j • i+� f � s x* �{r � 4 r f # . w"}M} l.. !L. .�^'� �+ . ; • � 1 'ry u � r _ �`r"°' q . ✓�. r ..a,.,,. .�T. '�„. '`" .S. „� 4'� -�y �"� " �� T. "' � • "�i'a �7. ° "a �f}.4_ : —'• 6w`�iit TM''iwp"'"yk ?;, 4 10 .y 1 r x. 41 „ Jr i ,a^� i1M;,•lo- #+. a' 'R ^r � %A� �r �/ • � . ilt i'" /4.f «(kk .� r° ..� • ®• %1 a. t� � n (� � ' �•Ri«yl"� ° ��'nN•r � 1 ,r a "j S I Bd IPA LEGEHp 1 k T f Jf j I. O+RODOSGtl FuNltGDFSOQRJt— — ._.......,. d � � bST 431' FIBER IK C=1Y L25' WCT !�!/ .!� _ ..'r £>�.T�.�.,�k�h�:N lPJ7Y:• . , i Ai)PACENT DUCTS TOBEFLACEDVATHIi - 4'SIQRE.SPACWGONORAA1HGStWVw •,� 1, F 2SS432FIBER IN %fib"DUCT c� A FOR CLARITY ELGfiOf YA4EM@t F A if WJCT SHOAtN AT PROPOSED DISTANCE FROM ROYL — •—. — — — LOCATION MAY CHANLLC BASED ON ONE CALL LOCATE OF \ Y ; $ ' FdRaLct�itErtswE _ EWTING FACIUTIES, - SIDE LOCATION O ATION OR OOAC OFTHPLACE NEW EMVIFACILITYRR NeAREWIF14&4 ` 1 �/ S R { q d LOCATCONTC+BACKTIfEF.,ASEE1tEHi tORRt3WtF11{T \`� r� f :.,,� . t EF,fiediNTiKR1{LEALS0k7RiHiAINWSiAFAINIMUMV 1 \ y�� , ! '+/ %+ NORIZOKTALCLEARA?FcFmoMEKivTwaumms.AHDY VERTICAL CLEARANCE WHEN CROSSING, SEE SHEET 28 FOR CLEARANCfi7YPICALS. '` 2Qu i ,• ,w � 2S'4®FIBER 1" 1.5'DUGT '� !' . ff + +� �r i i. �. �� a�.� __:o� __• t ( T-) SEE BOFtEPROFILE 1.ONSkEEi'2i p {}'fir rlrr 4`JrF[� -� r �..i 5��//"" . 'f•�5... / rlr+lw r J rj �. j1j 'yo- _ 'i SEE SORE PRGFILEZOKSHEET27 ar r si J % / ;�', tzauaittxc �v otuvas ' / //i � �✓� � rrr° >� �f � .." �;iiOtYE11P01 k� 'MtlCF1CNtS07!_ •I irxv .ad,.. �r +r� �• r `,� r `� � ` � S17.iWi'➢'WLE � 9dtlleLR r,A4i .'] *WA%CLE +0 PAD s �Ef%4k.M7 PUSL 64E ti iv �C7P£0 bYAtiJffdP9 """111��� �/ + / r ram• r'r r/ � �.� ,'� 0lRDefiiR MtE ® TOrY!'R WMAMORAW RC� iR,1H3fORt@,R J "A ff j �r � a `� 7�. SAh6T4Rt WMt"Si[ �Y] Y1tRT t IiI� 1�f � auen 4�j. caao�wE title S � f � `r�rJ {r'• � EOtW//�� AERIALSPAK � ��:�' ; tt1 f EXIST NG UTILITIES SHOWN ff(3Et ; REFERENCE ONLY I CONSTRUCTION CONTRACTOR TO s r• rr ;� ',�'' r+ LOCATE ALL BURIED FACILITIES ;s PRIOR TO CONSTRUCTION . �' f , J'f;'+ r,• COMMUNICATIONS I 5284833-FEEDER ROUTE i BRYAN STEEPHOLLOW FIBER IN (2) 1.77 DUCT FIBER IN (2) UY DUCT tLASHM TO EXISTING - ER IN 125- td -10&1 GEND —--—------ IAIN D.O.0——— Om, ADJACENTOUCTSIOMPLACEDWBmITKNI'll FOR CLARITY MM OF PAVEKHT Note "��S DUCTSHOMAT PROPOSED IXSTANCE FROM NOW. — — — — — — — — — — — — - -- I LOCATION MAY CAANGE BASEOON ONE CALL LOCATE! Of pcmctmRVXE FASTING FACILITIES. =ViALM COr1TRACTOR WALL PLACE NEW FACILITY AT NEAREST MOVERNUO LOCATION 70 BACKOF THE EASEMENT, (oft ROWIF NO BASEMENT) MILE ALSO MAINtAIM2,10 A MMWM 6 INA-10 — ----­-­---- 140PJZEWAL CLEARANCE FROM OVSTING IITILITJES� AND r �Xq •WA — - — ST QfIUVRAW FOR CLEARANCE TYPICALS. SEWER I Q) I I I I I f 1 4 mil mawt n- "4 MMID P Y4XAKrWXa mmssomala aAMM lum4mc VAMT aam" It ulmuz SRLE 432 FiaeR IN (2)1.2s-DuCT ccas Amusm N 0 0 OTHER "N WN EXIST 0 INaUTILM 5 F0 REFERENCE ONLY CONSTRUCTION CON mr, Tort To Q LOCATE ALL 13URIED FACILITIES PRIOR TO COUSTRUCTJON co 5289933 - FEWER ROUTE I 3, BRYAN STEEPHOLLOV lEaWA ODA tm= wfe, "4 NOW I - MiN NVACMDUC S.ToBEPiACEDWIT IN CCORE SPACING ONDRAVURGS"OM '\ 4 !OR CS.Ait3TY Sy DUCT SHOW" AT PROPOSED DISTANCE FROU Raw, LOCATION MAY CHANGE OASED ON ONE CALL LOCATE OF EXISTING FACMITIM . , t4tT 432 FISER IN 121 t.2VOUCT CONTRACTOR SHALL PLACE NEW FACILITY AT NEAREST r + M=TI ON TO SACK OETHE EMEMENT, (OR ROW IF 140 EAWI ENS}WHILEJLLSOl MNYAINKGA►,tltiigUMd' 14ORiZONTALCLEARANCE FROM EXISTING UTAMEs.AN02, • ,r. —"" ` ��� � � VERTICAL CLEARANCE WHEN CROSSWO. SEESHEET 29 FOR CiEAY7IlNCE TYPECALS. j� ��. �..-•^"""� ^ � \ r� SEE Oi}RE PROFILE4 0M SN.Lrf r r (4 .foA I.EGENp �. PROPOSED DtutfEDfl6Ewtxxr� ' PkpPDun AER µ T t P.XCSttra'tC09F74Eii . t106HiOi"1'cAr tENE .. EODBDfFAvNeff --_---. 1100CEd ICRUViE £Lw?ri4KS �Riw ,yp Ru1 ,+ 8TIJOYEAi1FAD - . STWWVRAN MYER " RA WAa _I VnmvmAPOi- �. JU+CitON RDx. M�- ir"W."kno"OU Q mor m4imol G. {f' uARKl1 ' D =+AROHME PAZ �yG.[z4WiCd�tE ®"9itiPtA is 6AR3 PIT '�-Pv11,6PR ®LIPID py 'CSYIPHlAAa. 0 iRG117IRPty:T Q 7QApt +� � 57pRM11 APEi%AT41RB �-7 SWtARTA U4*tG. Q X T a smub COIL5 ACKAL SPAN 0 O OTJ41Y .. s'ltAY O W 1W 053T NCi UT1U1 TJ E SFSRW Ffl REFERENCE ONLY CONSTRUCTION CONTRACTORTQ . LOCATE ALL BURIED FACILITIES PRIOR TO C2NSTRUC ON Frontier GO4MILINICATIONS R \\ 52M33-FEEDERMUTE '`. BRYAN STEEPHOLLOW CO"A' t r)AS1 0.00 L4, �H;D t: d 10A c i?*43znaEA IN (2) v"CucT \\X MIND.O.Q � Ev Ta TO as PLACED %wMal 1GONCRAWINGSHOWN I —V — . T — DIXT SHOWN AT PROPOSED DISTANCE FROM Raw. — — — — — — — — — — — — — LOCATION M&Y CHARGE DnEQ 0.4 ONE CALL LOCATE OF RwzctmcRtom EXISTING FACWIES. ACE NEW FACIUTY AT NEAREST "E EASEMENT. (OR ROW IF NO AMNTAM4GAMUMU145, E FROM EXIVING MMES, AND 2' WIEN CROS%NG. SEE SHEET 29 BTU WATER ----- — ----- SEE BORE PROFILE 5 ON 611EET 2? revrtt— AAt ROAD 01 fill @ AarcnONBWc (D 0 M E) 2"Aqoxxt . Em;,Ab Eg towmw a 97upw 93-twl'" Ej P=904 23 Urso I . M symckilaulot 0 FROtIRMS" 0 lcy4ft 6 VATtmiruwa 4V STOMPOMA"I [9 i71.i4MiAlItr.UAM87lE ©VAULT COILS ACRIALSPOW 0 (D MEREASEUM! 628M3- 1IE0 FACILITIES TRUCTION A-J "A 947 432 FIBER IN (2) 12Y MAP 116T432FIBER IN(2) 0.2roucr- mu D.O.C. —361— TO BE PLACED WITHIN. ON DRAWNS SHOWN DUCT SHOWN AT PROPOSED DISTANCE FROM ROW LOCATION WAY CHANGE EASED ON ONE CALL LOCATE OF EXISTING FACWTIES, CONTRACTOR SHAD PLACE NEWFACUrY AT NEAREST LOCATION TO BACK Of IM EASEMENT, Ion ROW IF no, EASSUM WHU ALSO &WNTAINING A MINIMUM V HORIZONTAL CLEARANCE FROM FASTING UTILITIES. AND 2' VERTICAL CLEARANCE MEN CROSSING. SEE SHEET 22 FOR CLEARANCE TYPICALS. 1( 1) SEE BORE PROFILE SONERECT 271 F6, 1106A I 6d td ------------- WAUR a*3 &EVMA 10A. POAD Lr#ff rJa4wWwo um"a R ZUJWM.Mt PAU fm-1 er4womx a1upto "mm CKPID smomcm 'o vAnst wwwa %VaWtfAMfM* VAIAT OAS WJ"ft CMQWU TREC COILS AERIAL SPAN E) ED OTHEREAaw ' cm JGD ALL W6p6r:D FACILITIES PRIOR TO CONSTRUCTION I in .68 TRAFFIC CONTROL PLAN REFERENCE MAP Rontier COMMUNIMIONS 528M3 - FEEDER ROM i BRYAN STEEPHOLLOW J MxxxSiiFA jar,"== ll acREPROMS JIM 28' 24' 2e' zu fACP4 141A rV9A3T0UVA%UjS RD, SME7 2 som PrAwax 4 NAA 37 Rai IM fACnO KA114AITONWOAM tAtAnStl lt=A 23' 24' 23'_ IV] It C; Ir 21r FROPMUIXCI um FRMXE 113 KIM —70' is b 3w RM Mcm soupwit ON CAKY Cl. Pits VOWCPROM 7 2W 17 24'_ 2w "nmwtms MI.S. —13ty- 2V 43' 24' 43' 21— 2- 2w axagx tw 2r i I - um PROOMOM47 owe raMAlt f. n MN fACOOO 40WHMST CIO WTEUCO Cr. WI.Et 15 0M4?A"lLz3 Kft —1 Iw_ 1.2V 2Y 24' 23! 20r WME"Im!'"o 24' 00REPWAL+, KI& sonploor"$2 RIM —IIV- 12V 72' 22IT 24. um MR %AM, PAW*= m= FAI;V4 &Wn4AV ON 7149=001 DA. WUT to m LEGEND WATER wr"CRAAH SEWER amwMensnot"so C. Sz- 00 NOTE, Fr"ontioer COMMU14ICNFIONS 52a9933 -FEEDER ROUTE I BRYAN STEEPHOLLOW 2m am WeaAnWra _V40*2 fAteA4M?+Yi6AST ONiYatPJ£T aQfOliEe(sCiy,DA-s+kEt to BOAZMCNRE YD t4T37, +�-i'�008004CT . TaTaioNaineevexusronuxare ParrT. TaasrsaiesT� .AONBAA0:6£t9 N,TA. 5 13' IT 9 70' ai Mm+ �r um ►+ev�omcaoucT rac"a acwh nSTON SETeIERSYAY •:1PTk:Y 7b. swT ►Arw is N.TA, 7tY I 7' 28ii ,i� z�r PRCMUODMI fsa+�4}irA'.:Y oei+atsNtq* C�•eti54YN 4OABPaOftril N.T.& 13' G eGN _ rAD%wscAwcT . Y4Cat�N2:T w Li:TTtEASNAv.SFQCT T7 BOREMOMEYS itTA. 28'um tP is wr w IALi�rSN.^�R54ME9Tdpct+RLWYtifii,FO£ Pq.LifF�7 if DOU 4'ROfAE AS fACMSOUAMf ?CNWUWgIRAMDi<oa[ET:v L i l &GEND WATER CMUORA04 SEWER �aroaniv� �dP CL MW FRONTIER PROPOSED WILL BE PLACED AS CLOSE TO THE BACK OF THE EASEMENT ;ROW IF NO EASEMENT) AS POSSIBLE, KEEPING A W SEPARATION FROM ANY BURIED CITY FACILITIES. RUNNING PARALLEL TO CIL f-ROW 1 UTILITY EASEMENT -PROPOSED BORED FRONTIER DUCT(S) -CITY OF BRYAN BURIED FACILITY Epf� EOP Ecv Epic Epp ,EOp FRONTIER PROPOSED WILL BE PLACED AS CLOSE TO THE BACK OF THE EASEMENT (ROW IF NO EASEMENT) AS POSSIBLE. KEEPING A 2' SEPARATION FROM ANY ATIABOVE GROUND LEVEL CITY FACILITIES FRONTIER PROPOSED WILL MAINTAIN A MINIMUM 2' VERTICAL CLEARANCE FROM ANY BURIED CITY OF BRYAN UTILITIES ZROUND LEVEL LL a CITY OF BRYAN BURIED FACILITY PROPOSED BORED FRONTIER DUCTS) ROW UTILITY EASEMENT ROPOSED FRONTIER HANDHOLEJABOVE GROUND FACILITY CITY OF BRYAN ABOVE GROUND FACILITY €P Epp EoP EOa+ cOP—EOa ECP LOCATE ALL BURIED FACILITIES PRIOR TO CONSTRUCTION Frontier~ COMhgUNifiATIONS 52M33 - FEEDER ROUTE-1— BRYAN STEEPHOLLOW ""ci WGtA 14fNF-"� Kd4 h mccm G2rc= d2 91 47 VAM i3n-o= !RL W Q w — w. 77 ff 11XIIX16 FLOWERPOT (HI) owwnm 3'X3'X3'HUB VAULT (H3) 17X30X24 HANDHOLE (H2) Irecta ruaigwtr 2'X3*X2* HANDHOLE (H4) ILOCATEALL SLIMED FACILITIES PRIOR TO CONSTRUCTION I Frontier 'CO M­ M*UNiCAIIONS 528M3 -FEEDER ROUTE I BRYAN STEEPHOLLOW BRAZOS COUNTY ROADWAY SAFE,T'Y AND ROAD PRESERVATION STANDARDS FOR WORK CONDUCTED IN BRAZOS COUNTY RIGHTS OF WAY A. General Requirements t. Adequate drainage shall be maintained in ditches at all times, 2. Pennittec will use !test management practices ("BM'P") (EPA and TCEQ both provide lists of examples ofBMPs) to minimize erosion and sedimentation resulting frown the proposed installation. 3. The pennittee 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 ofthe 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. Pennittee shall not interfere with other utilities located in the right or way. In the event damages occur, perminee 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. Safely Requ/rerrrenis 1. Proper traffic control measures must he 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 flagntca, signs, signals or devices necessary to provide complete safety to the public. 4. Adequate provisions must be made to cause minimum incorrvenienees 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 firture installation shall be placed at the back of the Right of Way. Exceptions may be approved by the County Engineer. C. Trtrff7r 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, /role) left open over night, requires s cpe ific nighttime traffic control measures pursuant to the TMUTCD; b. Ifconstruction is within ten (10) feet of the roadway; or c. Any work perfonmed in the toad right-of-way; Vol. 3g7 Pg• - 2. Plan must be attached to the permit and kept at the job site any time work is being perfornned. 3. Plan must set forth the t ime of completion for the job. .tD. Design Slaltrlar(ls 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 Te-vas Utilities Code, Section 181.O45. 2. All pole installation (including lighting) shall be placed at the backside of Ilia 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 ilia County Engineer. 3. All underground installations shall (these are minimum depots --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 batik 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 array apply in rights of way of less than 60'. 4. Water Lines: All water lines must be a minimum 36-inches below ilia ditch flow line and cased. Waterlines shall be cased if crossing under the roadway. 5. Utilities in all new developments fiat have 60 feet or greater of right of way shell be installed within designated Iocations based upon the type of utility. The locations sliall be as follows: (measured from back of right-of-way). Power — 0-2 feet, nominally I' Phone -- 24 feet, nom inally 3' Gas-4-6 feet, nominally 51 Cable — 6-8 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 ilia opportunity to have an inspector on site to observe pressure grouting operations; c. TxDQT 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; Vol. f r' 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 ilia 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 ilia satisfaction of ilia 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 ilia road. In the event Company damages the slope, shoulder or any other potlion 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 ofany 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 Anny 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 ilia County Engineer and Road & Bridge Office an opportunity to inspect the site to ensure ilia integrity of the County Right of Way and traffic safety controls used. Vol. 3 L-7 Pg. /% ( i+. Repairs to eristirt8 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 designated representative and a permit has been obtained. G. Relocation of utllities. 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 iron -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 maxitnurn operation pressure of the pipeline, this information is to be supplied for both the carrier pipe and the casing, 3. Assurance must also be giver) 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 Tun of Pipeline (below deepest flitch gradO Special Reaulrements Encased Pipe Less than 10' Must be covered with concrete pad at least 36'sleets 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 The Concrete pad shall be minimum on" 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 (whicls includes natured bus tines) and shall not be pat allel to a County Road. 6. Natural Gas Distribution is a line that serves the final customer. Vol. 3 v' % P 7 g. 1� HE CAV010 N,/' lr%Ar 01AGS, Ott "=A lit) ES OKA"mm PMI Mt "ME :u Ab lAn TCPJI-lA) WORK SPACE NEAR SHOULDER CONMMONAL 110-AM TC 8 ROADS: OLD RELIANCE RD AUSTINS COLONY PKWY cammNous TRAFFIC CONTROL PLAN 2 Project#5289937=H ,l 003 NOTIFICATION OF :i ' i° l INSTALLATION AND/OR OF NE FACILITIES AND DESIGNATING PLACEMENT • ao*' UTILITY IN COUNTY RIGHT O y., TO: THE COUNTY ENGINEER OF BRAZOS COUNTY, TEXAS Comes now Frontier [company name], hereinafter referred to as "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, 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: The project will install fiber optic cable on Old Reliance Road which is a Brazos County maintained road as shown on the attached plans within 5 feet of the right of way. Line shall maintain a minimum depth of 36 inches. Where applicable, lines will be placed in designated Public Utility Easements (PUE). 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 180 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 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. 'Vol. 391 - Fig. /& 9 Failure to notify the County Engineer's Office within 24 hours of beginning constriction shall constitute grounds for job shutdown. By signing below, t certify that I am authorized to represent the Company listed below, and that the Company agrees to the conditions/provisions included in this notification. Frontier Company Name Destiny Willis By: Signature Permitting PM Assistant Title 465 Princeton Dr Address Conway, AR, 72034 Phone Number 501-548-3321 Email: dtvillis@squan.com Vol. gj pg. /70 ACCEPTANCE DE NOTIFICATION Brazos County offers no objection to the proposed location orthe utility in the County right of way as shown by accompanying drawings and notice dated except as noted below: (Mont]VDay/Year) EXCEPTIONS: 0 �-, 0— Brazos County Engineer voi.. Pg. 17 l 5 ' ! . P START 30.705093 =96 33�}495°: F t ,w, ._ •� r a .S y , W , � r r � �w e , -^ 1 f , .'a i NOM ADJACENT DUMJO BE PLACED V41HIN 4* BORS, SPACING ON DRAWING SHOWN TD FOR CLAMP MNLMUM OEPTH OF CMR UNDER "MUMDEP't"Of 1..ROAVWAYSIS4&', #A Z; COVER UNDER NATURAL GROUND INCLUDINGOrTCHESISW UIN mo,c. 814'432 FIBER In 12V 5al'48FIBERIN 145" DUCT 1;10�s act , 87'9"6 FIBER IN la CWT W 1.25* DUCT 8d 6 -10A LEGEND E=0Fly4VEW.M EDGE OFGI ------------- AWCEIMM.W9 Glu DrzR! rutty VIAM SYOiW ORNM CrtS =%'ER AAA. ROAD 6x4L4x"= ,Ofv9mr*l 8 trur.lAto"Mc 0 Vow B ­m"our * mm%ti ilmno mwf AT El Ku a= loam wMaimm .0 lltomzfi "a =AX9 VAM WORM" &WTA*TWJaVM VAMT @ "3UMKM AEPOLSPAN (2) (D EXISTING UTILITIES SHOWN FOR REFEREKE 0 4LY CONSTRUARN -CONTRACTOR TO LOCATE ALL BURIED FACILITIES PRIOR TO CONSTRUCTION ""' *00 = 1, Fr-rontier COMMUNICATIONS MSM7 HUB 6 OLD RELIANCE RD BPAZOS COUNTY ADJAZENTMCISTO EPLACEDVMW V GORE- SPACINO O"=G 5140ft FOR CLARITY MIMMIUM DEPTH OF COVER UNNA noAowAys Is 4w, m2amum umti OF COVER UNUER NATURAL GROUND 14TWOlNG DITCHES Is w IAN mox. -4V Ors fora w?�ni4nrcrr0:DA4xrrss.� +/ ti 714'432 FIBER IN 1.2r DUCT--," Ao, FIBER IN 1IS'MICT SlY 432 F40M IN 1.2S* c< A' LEGEND .a. e]16EDP'PAYeltEft! 'au SPWER its 14111 WHHHH M!Mli 111 S- EM o'cMw,t"= a MUM 0 sowntu" uw"mc Q vA&,r excumms smw virm Cot's Allmnsm OTHM"'EA SUM EXISTING UTILITIES SHOWN FOR REFERENCE ONLY CONSTRUC71ON CONTRACTORTO7 LOCATE ALL BURIED FACILITIES PRIOR TO CONSTRUCTION A .1FrontierOHS 528M? HUB 6 OLD RELIANCE RO BRAZOS COUNTY ffia= MAN$=I ca Ora IA ZVA= =SIM wwm VLVM va WM" vwmmo " - fx a OF a moTE., ADJACEf?T DUCTS TC A* BORE SPACWG Or FOR CLARITY W)tw#Jm orpni OF c ROADWAYS ts4wj pj COVIMUNDER lfav! INCLVD:NG IMCHES I MWAO.C. 5731432 FIBER W iaW L, 3g OA 6c' —T- 7-,3f- ' P A I END EXOTMCW?Mtn CMOFPAVEUEW WWWAaAM W�A= Ow ---- rtomnm AOCIMOOX, 'r'v4w4-m( Q Lolf 7"4vljo"om Munn PAD 14 El —womm 19 0 W [a UWMyWjtH"X El VAULT Inuoung IRE COMS AEMAL SPAR o o cD . . ....... ALL BURIED FACILITIES 0 CONUR.UCTION COUNTY BRAZOS COUNTY ROADNVAY SAFETY AND ROAD PRESERVATION STANDARDS FOR WORK CONDUCTED IN BRAZOS COUNTY RIGHTS OF WAY A. General Requireinients 1. Adequate drainage shall be maintained in ditches at all times. 2. Pennittee 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 pennittee 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. The construction and maintenance of such utility shall not interfere with the property or rights of a prior occupant. 5. Pennittee shall not interfere with other utilities located in the right of way. to the event damages occur, pennittee will be liable to the County or other utilities running through the right of way. 6. County Engineershall 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..Safely Requireinews 1. Proper traffic control measures must he 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 constntction, 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 tnay be approved by the County Engineer. C. TrufJlc Control Plait I. A traffic control plan, pursuant to the TMUTCD or Engineered Traffic Control Plan must be provided for the fallowing: a. Any construction (i.e. pit, excavation, hole) left open over night, 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; VOL 3� _ Pg? 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 file time of completion for the job. D. Design Staittlartls 1. All overhead installations shall conform to clearance standards of the Texas Department ofiransportation and the pole be placed in the designated area for power specified as set forth in the 7'eras Utilities Curle, Sectivtt 181.045. 2. All pole installation (including lighting) snail 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 shalt (these are minimum depths— utility may place deeper): a. be placed at a ininimurn 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 to►v pressure gas or petroleum lines. For high pressure gas and petroleum lines, see High Pressure Pipelines requirements listed below; d. not be closer than tell (10) feet from the edge of pavement. Exceptions may apply in rights of wily of less than 60'. 4. Water Lines: All water titles must be a minimum 36-inches below the ditch flow line and cased. Waterlines shall be cased if crossing under the roadway. S. Utilities in all new developments that have 60 feet or greater of right of way shall be installed within designated locations based upon (lie type of utility. The locations shall be as follows: (measured from back of right-of-way). Power — 0-2 feet, nominally l' Phone-2-4 feet, nominally 3' Gas --4-6 feet, nominally S' Cable — 6-8 feet, none inally 7' 6. Utilities with less than 60 feet Fight -of -away to all new developments shall install the utility ill 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. I. 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 Qle oppol#unity 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. Holt Pits a. no pits shall remain open longer than 2 days; Vol.3S pg.; b. all pits shall have proper traffic control treasures 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 Comity Engineer or his representative may require shoring to protect pavement integrity; l: 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. baekfilled with cement stabilized material. c. based upon soil conditions, the County Engineer or his representative niny require shoring to protect pavement integrity. d. All excess water and inud shall be removed from the trench prior to backfilling. Any backfiti placed during a rainy period or at other times cohere 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 reinovccl 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 [lie 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 pennitted, except in an instance whereby the laying, construction, maintenance and/or repair of cables, conduits and/or pole lines cannot be accomplished by any outer method and fit 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 iaintenance 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 peif'ormance 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. Emergency ivork I . 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 and Road & Bridge Office an opportunity to inspect the site to ensure the integrity of the County Right of Way and traffic safety controls used. Vol. pg.40 E Repairs to e-vistiug facilities 1. Maintenance and/or repair to existing cables, conduits, and/or pole lines which require disturbance of (lie soil, shall not be performed until plans describing such maintenance and/or repair have been approved by the County Engineer or 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 pops, 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 GD PSI or greater), whether pertaining to controlled access or non -controlled access installations, should contain the following additional infornnation in the description of the permit. -diameter -wall thickness -material specification -minimum yield strength -maximum operation pressure of the pipeline 2. With the exception oftlme maximum operation pressure of the pipeline, this information is to be supplied for bath the carrier pipe and (lie casing. 3. Assurance must also be given that the installation material and design meet tine millimunm 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 I'ipelitnes: Depth Type of Pipeline (below deepest Glitch tirade) SpIci:al Reguirements 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 The Concrete pad shall be minimum of 3" thick and width shall be pipe diameter plus } 8" mininwin. 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 (toad. G. Natural Gas Distribution is a tune that serves the final custolnier. Vol. 30 pg. 0tl A Rr a YOU VME3 TCP (I -IC) WORK VEHICLES ON SHOULDER COW _ emour I.SOADS LEGM A TC 2 ROADS: OLD RELIANCE RD tri s!5; �4 -ALu IvW ---a- Jiro AW 4mIV IW SY or, F - ym n at -fiv 1.11V ifD ts"Wn"" ut"Itagmar, TRAFFIC CONTROL PLAN 2 0 ---------- Frontier 41CATIon 1289937 HUB GOLD RELIANCE RD COUNtif as Project#5291299.I-I1004 TELEPHONENOTIFICATION OF PROPOSED INSTALLATION AND/OR REPAIRS OF FACILITIES AND DESIGNATING PLACEMENT OF UTILITY IN COUNTY RIGHT OF WAY TO: THE COUNTY ENGINEER OF BRAZOS COUNTY, TEXAS Comes now Frontier [company name), hereinafter referred to as "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, 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: The project will install fiber optic cable on Old Reliance Road which is a Brazos County maintained road as shown on the attached plans within j feet of the right of way. Line shall maintain a minimum depth of 36 inches. Where applicable, lines will be placed in designated Public Utility Easements (PUE). 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 180 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 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. Vol. 997 Pg. � �'� Failure to notify the County Engineer's Office within 24 .hours of beginning constriction shalt constitute grounds for job shutdown. By signing below, I cettify that I am authorized to represent the Company listed below, and that the Company agrees to the conditions/provisions included in this notification. Frontier Company Name Destiny Willis By: _ Pr LtJ� Signature Permitting PM Assistant Title 465 Princeton Dr Address Conway, AR, 72034 Phone Number 501-548-3321 J Email: dwillis@squan,com r 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 _—©—o2�t except as noted below: (Month/DayNear) EXCEPTIONS: d _ Z. ``e., Brazos County Engineer Vol. Pg. l�S I cm AW Lo W N: ADJACEUr DUCTS TO 6E PLACED WRHIH ,r BORE. SPACING ON DRAWING SHOWN FOR CLARITY MMMUM CC PM OF COVER UNDER ROADWAYSIS4fr. MMMUMDEMCF COVER UNDER NATURAL GROUND I INCLUDING DITCHES, IS36* -5cl LEGEND - V-%6TW3 CM F41ER EDGE CWPAVE%fW G"va ------------- me WAM stuovalmm awwonaftwo. j RAI rloQ e rL&fdRvQ; (B'"foomwx Inv4"Im"ME D,Lrm, =aWIPHMC PAO "s 0 *,WA'$fAlff0RAKf W %TOM WjnAWn 4 COILS AEMALSPAN P Ux- OTHER 9 fq en EXISTING uTILITIES S Fo REFERENCE ONLY, CONSTRUCTION CMMUTOR LOCATE ALL BURIED FACILITIES or-S PRIO!ILO GONSTRUCTION FroFiLier, COMMUNICA11ONS. SM1299 f3L EtIAHGE RD BPAZOS COUNN 2 �-� 2E -1— STREET LOCATION TC SFiBE OLD RELIANCERD FROM 4079 OLD REUANCE RD TO AUSTIN$ ESTATES OR TC2 's TRAFFIC CONTROL PLAN REFERENCE MAP o 6 0 I q snazort a��ctez 1 1G4[ aAMq i!t�- 7ti 2G9(ffi x3 i BRAZOS COUNTY ROADWAY SAFETY AND ROAD PRESERVATION STANDARDS FOR WORK CONDUCTED IN BRAZOS COUNTY RIGHTS OF WAY A. General Regrrlrelnents I . Adequate drainage shall be maintained in ditches at all times. 2. Pennittee 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 Might of Way and property shall be restored to its original condition, as far as practical, !it the opinion of the County Engineer or appointed representative. 4. Tile construction and maintenance of such utility shall not interfere with the property or rights of a prior occupant. S. Permit€ee 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. &. 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 [tie County Engineer will decide whether such project will be allowed or if an alternative exists so as not to inconvenience Cite public. R, Safety Req rometrts 1. Proper traffic control measures must be put in place prior to beginning work and remain in place during the duration of the jab. Ali traffic control treasures must follow the Tcxas 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. Perinittee must take such precautions and measures, including placing and displaying safety devices, as cony be necessary, in order to safely conduct the public through tite project area. Company shalt 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. S. 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. True Control P1n11 1. A traffic control plan, pursuant to the'fMUTCD or Engineered Traffic Control Plan must be provided for the following: a. Any construction (i.e. pit, excavation, hole) left open over night, requires s ccific nighttime traffic control measures pursuant to the TMUTCD; b. ifconstruct ion is within tell (10) feet of the roadway; or c. Any work performed in the road right-of-way; Vol. pg. b90 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 Te. a s Ctilities Cotle, 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 rewired to be moved to Cite appropriate location at the company's expense. Except ions 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 batik to top of bank; e. be at least Forty-eight (48) inches below ditch flow line if tow pressure gas or petroleum litres. For high pressure gas and petroleum lines, see High Pressure Pipelines requirements listed below; d. not be closer than ten (10) feet froth tite edge of pavement. Exceptions may apply in rights of way of less than 60'. 4. Water Lines: All seater 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 tiro type of utility. The locations shall be as follows: (measured from back of right-of-way). Power — 0-2 feet, nominally l' Phone -- 2-4 feet, noun inally 3' Gas — 4-6 feet, nominally 5' Cable _ 6-8 feet, nominal ly 7' 6. Utilities with less titan 60 feet right-of-way in all new developments shall install the utility in a similar manner as references) 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 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; Vol. 1381 Pg. l q r b. all pits shall have proper traffic control measures in place. See Traffic Control Plan listed above, c. pits shalt NOT be located within ten (10) feet from the edge of pavement without prior approval froth the County Engineer or his representative; d. when pits are to remain open for more than 8 hours, due diligence wilt 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 requite shoring to protect pavement integrity. d. All excess water and thud 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 soots 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 tinder the base and pavement materials is allowed. 11. Company must be careful to trot jeopardize the slope or integrity of the shoulder of the road. In Ilia event Company damages the slope, shoulder or any other portion of tile 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 andlor 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 ilia 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 ilia Army Corps of Engineers for all designated wetlands and environmentally sensitive lands. Z Earergency ivork t. 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 and Road & Bridge Office an opportunity to inspect the site to ensure the integrity of the County night of Way and traffic safety controls used. Vol. pg. H2- F. -Repairs to evisthrg 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 at- designated representative and a permit has been obtained. G. Relocation of irtiliiies, 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 i . All utility Permits for high pressure pipelines (genctally 60 PSI or greater), whether pertaining to controlled access or lion -controlled access installations, should contain the following additional information in the description ofthe pennit. -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 he supplied for both the carrier pipe and tite 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 lettedtead and signed by an authorized representative of the company. 4. Petroleum Pipelines: .Depth Type of 11ineline (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 The 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 detemiined 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. - 9 cl leg. � �3 Em TC2 ROADS: OLD RELIANCE RD tHAbMVW"-mz wf""Avaw WVvW"o=A" fcAmsa. c4srotcad" 099M=346--4 TCP(I-IA) WORKSPACE NEAR SHOULDER CONVENTIONAL ROADS TRAFFIC CONTROL,.. PLAN 101 0 91299 OLD RELIANCE RD BRAZOS COUNTY min cAwa saw . - .. .. .. • .. .. .. • its • .. - ._ .. .. • •. .. . * - '. ' The State of. Texas, County of BRAZUS' .... ` . We, -the undersigned, as -Count' -Commissioners withixi- and- for.Brazos- County; • and the Honorable Duane Peteq, County Judge ,of Brazos County,••coris'tituting the'.entire: :Climmissionere:Caurf of Brazos County; diiiiiig'a regular„ fte4tibg -of said Court have" examined the foregoing report and•have caused an ordO 461e, entered upori'the Minutes of tiie;Commissioners'CbtW:of Brazos Cbiuity_woving said'Report as presented arid..: : ' iiUmatted as true and•.coriect by Laura Taylor_Davis, Treasurer:0-.Brazos Comity; -as... provided for in the Revised Statutesgf the State of. Texas: (Texas Loear.Government Code,.114.026,j: ... ... _ Wi6os'iny•hand this..: =6 .. day. of A.D. 2023 - .. I eta McQueen . . County Clerk,'Comity o£BRAZOS,'State of Texas Examined and approy"ed it open Commissioners' Court this :: day of, _ 2023 Stew Aldrich;'Comniissioner.Precinct Chuck Konderla, Commissioner Precinct #2 ' Nariey. Be ' ommiss ner•Priec ct #3 :. Wandg1 is n, CornMisi&xieir Precinct #4:.:.... Treasurer's Report for theMONTE DECEMBER.2022 :. . -AND 4UARTEkENDING,12131122 tiol. DECEMBER 2022 TREASURER'S REPORT FUND NUMBER & NAME CASH BALANCE 11/30/2022 INCOMING INVESTED INTEREST -Dec SUB TOTAL DISBURSED CASH BALANCE 12/31 2022 INVESTED CK,ACCT.BAL 12/31/2022 0100 - GENERAL FUND 133 4,205.19 22 592 1.S2 459,782.21 156 376,518.92 10,856,908.85 145 19 610.07 104,923 22351 40 596 86.56 0600 - COMMISSIONERS COURT- NON CAPITAL 230 464. 2,230 464.25 2,230 464.25 (2,230,464.25) 1100 - HOTEL OCCUPANCY TAX 4147 241.71 317,998.29 4,465,240.00 279,670.01 4185 569.99 4185 69.99 1200 - STATE LATERAL ROAD 216 677.51 153.68 216 831.19 216 831.19 216 1.19 1300 - UNCLAIMED FUNDS 398 214.37 282.43 398 496.80 398 496.80 398 496.80 1400 - APPELLATE JUDICIAL SYSTEM FUND 1401- COURT FACILITY FUND 1402 - LANGUAGE ACCESS FUND 1500 - LAW LIBRARY 2,523.95 295.00 1,228.9 2,36100 590.9 3 90.95 1700 - ALTERNATIVE DISPUTE RESOLUTION - 1800 - LEOSE FUND 66 029.33 66,029.33 66.029.33 66 029.33 1900 - COUNTY RECORDS MANAGEMENT 650 74855 55153 651 00.08 651300.08 651 00.08 2000 - COUNTY CLERK MGMT.FUND 1435 078.99 34192.64 L 469 271.63 10b 093.05 1,363,178.58 1,363,178.58 2001- COUNTY CLERK ARCHIVAL FUND 1,333,032.37 24 520.44 1,357 .81 74 833.71 1282 719.10 1282,719.10 2200 - COURTHOUSE SECURITY FUND 451357.75 8,1S7.09 459 14.84 62,684.Z9 396 830.55 396 O55 2201- JUSTICE COURT SECURITY FUND 177,71853 1.901.08 179 619.61 179.619.61 179 619.61 2300 - DISTRICT CLERK MANAGEMENT FUND 2-97 63456 5,293 302 927.87 1838.25 301089.62 301489.62 2301- DISTRICT CLERK ARCHIVAL FUND 16 962.80 97.03 17 059.83 3,175.26 13 884.57 13 84.57 2400 - JUSTICE @ PEACE - TECHNOLOGY FUND 175 630.09 1619.53 177 249.62 117AD 177132.22 177132.22 2401- CO.& DIST.COURTTECHNOLOGY FUND 108 609.18 767.70 109 96.88 109196.88 109 396.88 2500 - SPECIAL FORFEITURE FUND 37,239.14 26A1 37 265.55 37 6555 37 26555 2600 - D A HOT CHECK COLLECT FEES 4,733.48 336 4,736.84 4,736.84 4,736.84 2700 - BAIL BOND BOARD FEES 103126.86 73.14 -103 200.00 103 20D.00 103.200.00 2800 - VOTER REGISTRATION 796.00 96.00 796.00 96.00 2900 - VIT INTEREST FUND 314 31210 1456.33 315 768.53 315 76853 315,768.53 3000 - COUNTY GRANTS 13S,856.56 74,974.21 210 830.77 258 092.S6 47,261,79 47 61.79 3100 - AMERICAN RESCUE PLAN ACT 29 6,381.14 96,6S0.93 29 673 032.07 82 452.98 29 90,579.09 29,590 579.09 - 3400 - D/A CRIME FUND 252,274.67 4,238.98 256,513.65 3,373.91 253139.74 253139.74 3500- PRIMARY ELECTION SERVICES (9.204.64) (9,204.64) 190.71 (9,395.35). (9,395.35) 3901- BC HOUSING FINANCE CORP • 84 80.99 60.20 84 941.19 84 941.19 84 41.19 4317 - 2017 CERTICATES OF OBLIGATION 1086,306.90 770.45 1,087,077.35 1087 077.35 1087 077.35 4320 - CO 2020 12 419 0.91 1622.17 37.213.62 12,458 366.70 5,460.53 12,452,906.17 10,169,544.45 2,283,361.72 4500- GEN.PERMANENT IMPV. 7 994 947.29 7,994,947.L9 7.50 7,994,939.79 7,994,939.79 5000 - HEALTH & LIFE INSURANCE 9,854,412.72 18651359.15 11,719,771.87 1.639 855.56 10 079,916.31 10,079 916.31 5800 - COUNTY ATTORNEY OPERATING FUND 66,264.89 80.00 66 44.89 66,344.89 66 44.89 6000 -PAYROLL 1685 087.17 7,925,151.33 9,610,238.50 7 171AS 082 067.05 08 067.05 9100 -HEALTH DEPARTMFM 1776,495.01 431 8.52 2,207 623 53 433 228.57 1,774 94.96 1774 94.96 9300 - REGIONAL MOBILITY AUTHORITY 35.868.94 25.44 35 894.38 5 803.99 30 090.39 30 090.39 9700 - COMMUNITY SUPERVISION 1,267,018A0 199,168,67 1,466,187.07 414,257.62 1,051,929AS 1,051,929.45 4'T LOV AGCLS:II P.D.00.; ` . `:. :;; i...`.:.:;_' ;: 207:25A:S64 (F : a�3,493i 19:69'. • � . =•: ' . •'S95,R4636i. 24 .338;055:7r� :v;i21,Z58;'578;2D:' = :219 579 47755:. .`144 683i3!i7;U5 , :%• i i8:26y7i030; 4100 - GEN.OBLIG.DEBT SVC. 3 71D 360.90 1964 440.52 7,643.89 5.682.445.31 5 682 44531 OB8,885.05 3 593 560.26 1600 - LOCAL PROVIDER PARTICIPATION 14,626,932.61 4 627 288.79 19 254 22135 19 254 221.35 19 254 2135 TOTAL 22S,588,182.81 40,085,248.95 601,290.65 , 266,274,722.41 21,758,578.20 244AL6,144.21 146,772,232.10 97,743,912.11 This report is submitted as true and correct to Commissioners Court b4%f.!/Jl(/ .f . 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REFUND AMOUNT $7460.27 REQUESTOR KATHY GREGORY ADDRESS 22327 ARRINGTON RD COLLEGE STATION TX 77845 OWNER NAME MICHAEL & JOE BEWLEY & LAURA GREGORY PROP ID# 92230 REFUND AMOUNT 1$471.74 REQUESTOR KATHY GREGORY ADDRESS 22327 ARRINGTON RD COLLEGE STATION TX 77845 OWNER NAME JOE RAY BEWLEY PROP ID# 1303488 REFUND AMOUNT 1$11.78 REQUESTOR KATHY GREGORY . ADDRESS 22327 ARRINGTON RD COLLEGE STATION TX 77845 OWNER NAME JOE & MICHAEL BEWLEY PROP ID# 15992 REFUND AMOUNT $ 661.48 REQUESTOR FRONTIER TITLE ADDRESS 166 CENTURY CT STE 210 COLLEGE STATION TX 77840 OWNER NAME SHIRLEY EASTEP PROP ID# 44426 REFUND AMOUNT $ 119.90 REQUESTOR BILL & SANDRA CASON ADDRESS 616 E CEDAR BUCHANAN DAM TX 78609 OWNER NAME BILL & SANDRA CASON PROP.IA# REFUND AMOUNT 399076 $ 500.00 g. APPLICATION FOR TAX REFUND Collecting Office Name Brazos County Tax Office 4151 County Park Court Bryan, Texas 77802 Ph. 979-775-9930 OWNER'S NAME AND ADDRESS YE LONG 3804 NASH LN PLANO TX 75025-2031 Collecting Tax for: (taxing entities) Brazos County, City of Bryan, City of College Station Bryan ISD, College Station ISO, F1, F2, F3, F4, City of Kurteri, Navasota ISD PROPERTY DESCRIPTION Legal: WATERWOOD TOWNHOME CONDOS PH 3A, BLDG 8, UNIT 801 Address: 1001 KRENEK TAP RD 801, Account #1 301920 TAX PAYMENT INFORMATION Name of Taxing Unit Tax Year of Refund ZREFUND - 2022 Taxpayees reason for refund: PAYMENT IN ERROR REFUN D.TO: CORELOGIC' PO BOX 9202 COPPELL, TX 75019-9978 Payment Date Amount Paid Refund Amount Requested 12/31/2022 $3864.90 $3864.90 Sign below and return form to the Brazos County Tax Office. "I hereby apply for the refund of the above -described taxes and certify that the information on this forrp Is true and correct." a6/!'1110h stokes 1/27123 Sig`rteture I ,,�a-�.� (864) 968-9517 sstokes@corelogic.com Phone # Email Address If you make a false statement on this application, you could be found guilty of a Class A misdemeanor or a state jail felony under Texas Penal Code Section 37.20. TAX REFUND DETERMINATION tetaxref!u�nLjsI Approved blisapproved C2 � 9,3 Authorized Officer Signature Date Authorized Officer of taxing unit for refund applications over amount required under Section 31.11 Tax Code Authorized Officer Signature Date . 117. Vol. J'� pg. � TAX RECEIPT 01/27/202311:46AM KRISTEEN ROE, CTA PH# (979) 775-9930 BRAZOS COUNTY TAX ASSESSOR COLLECTOR ; ti';•�,•_•Re��1�.Nilrriber.'�' " 4161 COUNTY PARK CT 3213966 BRYAN, TX 77802 Ce Pdstetl.. Ys i. � .—. _ 12131I2022j RayrtientCbde';;;;;; L-___— Fully Total;Pat�M;:�s.�:� 53,864.90; PAID BY: CORELOGIC 3001 HACKBERRY ROAD IRVING, TX 75063 C6e ,W- rr a arid;AddMe iLv' YE LONG 3804 NASH LN I PLANO, TX 75025-2031 �II • f i�G11N�y+" •�€a;r•..�.�#.:"�:r�var�:;c„i.-�w..�..c'�.crl�.'.':�ti '-.:L:=�.".+.:..i...'..-'.� :......�..�..�-�....:,.-. r :?..r.•..�...::...r.�-iv.7�.i.-=tI:::T..:�'tti_".,,._.-y;:._:.. �,.,--�-v���:=:.tc:r:w:�++ COLLEGE STATION ISD 2022 1.17810 181,270 143844 N 2,135.54 0.00 0.00 0.00 0.00 2,136.64 BRAZOS COUNTY 2022 0.42941 181,270 143844 N 778.39 0.00 0.00 0.00 0.00 778.39 CITY OF COLL STAT. 2022 0.52461 181,270 143844 N 950.97 0.00 0.00 0.00 0.00 050.97 3,864.90 Balance Due As Of 1213112022:.00 Vol. Pg. o�DO ':�pe..'^i.��.- `^i.'-�"'� Yp?3 , =.- :rs•h..Sc^,i .. .��_, rsn,1:..•Y i '"v.4 -i,: '.t". :_-'c: vr• x�fi v,!',.'_•.a.TSit_a�'Pa rtor,•�.�atcCt'�•.�; �:�;i':�,.'' ,,.'a��T.V""'r.{'.'^ a'•�;r. k!7:.�i:si-•@l`''• ��g-.-+-..+ rYr •�`--''A�� La �- ..i�._._.''"'�>AY. � `-�J.'•'-C�...,.. ..3�:-�Fi'L3a..s_L+za��'� "37'_'� c:_.: �1':`. �,2u�'� � :r• - S�- i ahines 44065(2022Corelogfc PaymentFle 01032023)_--� ^� _ —_ _-_- -� �r 3.8864.9 Special Condition Exists for this Property Page:1 Receipt issued in Accordance with Section 31.075 of the Texas Property Tax Code T-AJ 0. 4. 0 APPLICATION FOR TAX REFUND Collecting Office Name Brazos County Tax Office 41S1 County Park Court Bryan, Texas 77802 Ph. 979-775-9930 OWNER'S NAME AND ADDRESS 10NES EDWARD R 4285 HOLLOW STONE DR COLLEGE STATION TX 77845-4188 PROPERTY DESCRIPTION i Legal: CASTLE ROCK PH 2A, BLOCK 3, LOT 14 Address: 4285 HOLLOW STONE DR , Accountfl 345046 TAX PAYMENT INFORMATION Name of Taming Unit Tax Year of Refund ZREFUND 2021 Taxpayer's reason for refund: OP -Overpayment REFUND TO- MARTINEZ MARLYN CECILE 4285 HOLLOW STONE DR COLLEGE STATION TX 77845-4188 Collecting Tox for. ftoxing enNdes) Brazos County, City of Bryan, City of College Station Bryan ISD, College Station ISD, Fl, F2, F3, Fa, City of Kurten, Navasota ISD Payment Date Amount Paid RefundAmount Requested 07f25/2022 $972,04 $28,84 Sign below and return form to the Brazos County Tax Office. "I hereby apply for the refund of the above -described taxes and certify that the Information an this form Is true and correct." Slgnatur� Cates e" Phone 11 Email Address If you make n false statement on this application, you could be found gulity of a Class A misdemeanor or a state pall felony under Texas Penal Code Section 37.10. TAX REFUND DIUMMATION etax refund j proved IDisapproved Authorized Officer Signatute Date Authorized Officer of taxing unit for refund applications over amount required under Section 31.11 Tax Code Authorized Officer Signature Date Vol. J799 Pg. �� TAX RECEIPT 010/2023 02:38PM ** DUPLICATE ** KRISTEEN ROE, CTA• PH# (979) 775-9930 BRAZOS COUNTY TAX ASSESSOR COLLECTOR 4151 COUNTY PARK CT BRYAN, TX 77802 PAID BY: MARTINEZ MARLYN CECILE 4285 HOLLOW STONE DR COLLEGE STATION, TX 77845 -- Recei Number 3162425 Date Posted 07/2512022 Payment Type i _P, Payment Code I Ouer/Refund Total Paid $972.04 Property ID -_'Goo Acres Owner Name and Address _ 345046 +184100-0203-0140 _ _ _ _Legal CA000 __ _ JONES EDWARD Ft - Legal Description 4285 HOLLOW STONE DR COLLEGE STATION, TX 77845-4188 CASTLE ROCK PH 2A-BLOCK 3, LOT 14 _ _ Sltus--�� V DBA Name 4285 HOLLOW STONE DR , . _ Entity Year Rate Taxable Value Stmt # Void Original Tax Discnts P81 Att Fees Overage Amount Pdi Z REFUND ENTITY- _ 2021 0.00000 0- 145621 N 28.84 6.00 '6.00 U.00 - 0.00 28.84 BRAZOS COUNTY 2021 OA9350 208.889 66945 N 167.00 0.00 0.01 0.00 0.00 167.01 CITY OF COLL STAT. 2021 0.53462 239,695 68945 N 200.15 0.00 0.02 0.00 0.00 200.17 COLLEGE STATION ISD 2021 1.21620 243,889 68945 N 575.97 0.00 0.05 0.00 0.00 576.02 972.04 Balance Due As Of 0712512022: •28.84 tender= - DetaifsF '_, - -- - _ - - - -- - Description Check 3105- - _ - - - -- - - - - -- - --�-972.04 972.04 C VOL Pg.Lg Operator Satch ' - - - ---- - - - -- --- --- - - - .- ..____- -_ Total Paldl lemerson 42146 (07252022 LE) - 972.04 Page:1 Receipt Issued in Accordance with Section 31.075 of the Texas Property Tax Code ,,,,,= APPLICATION FOR TAX REFUND Collecting Office Nome Brazos County Tax Office 4151 County Park Court Bryan, Texas 77802 Ph. 979 775.9930 OWNER'S NAME AND ADDRESS GESTHAND CAPITAL LLC 1908 GREENFIELD PLZ BRYAN TX 77802-3410 PROPERTY DESCRIPTION Legal: GREENFIELD PLAZA, BLOCK 2, LOT4.2 Address: 1908 GREENFIELD PLAZA , Account# 28277 TAX PAYMENT INFORMATION Harm of Taxing Unit Tax Year of Refund ZREFUND 2022 Taxpayer's reason for refund: Payment in Error REFUND TO: GESTHAND CAPITAL LLC 1908 GREENFIELD PLZ BRYAN TX 77802-3420 Collecting 7oxfor. (taxing entitles) Brazos County, City of Bryan, City of College Station Bryan ISD, College Station ISD, F1, F2, F3, F4, City of Kurten, Navasota ISD Payment Date Amount Paid Refund Amount Requested 22/16/2022 $7460.27 $746027 Sign below and return form to the Brazos CoantyTax office. "I hereby apply for therpfund of the above -described taxes and certify that the information on this farm is true and correct." Signature Date Phone q d Email Address Nyou make a false statement on this application, you c oidd be found guilty of a Class A misdemeanor or a state jail felony underTexas Penal Cade Section 37.20. TAX REFUND DETERMINATION The tax nd is ( Appro r [ ]Disapproved Authorized officer Signature Date Authorized Officer of taxing unit for refund applications over amount required under Section 33.317ax Code Authorized Officer Signature Date Vol.. �� ! Pg. �%� TAX RECEIPT 01/30/2023 05:OOPM KRISTEEN ROE, CTA PH# (979) 775-9930 BRAZOS COUNTY TAX ASSESSOR COLLECTOR 4151 COUNTY PARK CT BRYAN, TX 77802 PAID BY: GESTHAND CAPITAL LLC 1908 GREENFIELD PLZ BRYAN, TX 77802-3410 Receipt Number 3193193 Date Posted 1211612022 Payment Type P Payment Code Full Total Paid $7,460.27 Property ID Geo Legal Acres Owner Name and Address 28277 303000-0002-0041 0.0000 GESTHAND CAPITAL LLC 1908 GREENFIELD PLZ Legal Description BRYAN, TX 77802-3410 GREENFIELD PLAZA, BLOCK 2, LOT 4.1 Situs DBA Name 1908 GREENFIELD PLAZA BETA MED - HOME INSTEAD SENIOR _ CARE Entity Year Rate Taxable Value Stmt # Void Original Tax Discnts ' P&I Att Fees Overage Amount Pd BRAZOS COUNTY 2022 OA2941 340,164 49140 N 1,460.78 0.00 0,00 0.00 0.00 1,460.78 CITY OF BRYAN 2022 0.62400 340,184 49140 N 2.122.75 0.00 0.00 0.00 0.00 2,122.75 BRYAN ISD 2022 1.13960 340.184 49140 N 3.876.74 0.00 0,00 0.00 0.00 3.876.74 7.460.27 Balance Due As Of 12f16I2022:.00 Tender Details Description Amount Check 2056 mail 7460.27 7460.27 Vol. ® PgA-L Operator Batch Total Paid neckols 43835 (12f16/2022ne) 7,460.27 Special Condition Erdsts for this Property Page, I Receipt issued in Accordance with Section 31.075 orthe Texas PropertyTax Cade Tommie Moore From: David Gest <dgest30@gmail.com> Sent: Tuesday, January 31, 2023 8:52 AM To: Tommie Moore -cc: Linda Subject: Property Tax Refund - Address Update Brazos County Disclaimer ***** This is an email from an EXTERNALsource. DO NOT click links or open -attachments unless you recognize the sender and have verified that the content is safe. Never enter USERNAME, PASSWORD or sensitive information on pages linked from this email.***** Thank you for helping us with our property tax refund for GestHand Capital yesterday. I realized you don't have our updated address. David Gest 4705 St. Andrews Dr. College Station, TX 77845 f Vol. °( pg. o�oS I- U APPLICATION FOR TAX REFUND Collecting Office Name Brazos County Tax Office 4151 County Park Court Bryan; Texas 77902 • Ph. 979-775-9930 OWNER'S NAME AND ADDRESS BEWLEY JOE RAY MIKE BEWLEY 22327 ARRINGTON RD COLLEGE STATION TX 77845-8492 Collecting Tax for: (taxing entities) Brazos County, City of Bryan, City of College Station Bryan ISD, College Station ISD, F1, F2, F3, F4, City of Kurten, Navasota ISD PROPERTY DESCRIPTION Legal: A020200, S W ROBERTSON (OCL), TRACT 7.01 (IMP ONLY TO R15992) Address: 2441 ARRINGTON RD , Account # 303488 TAX PAYMENT INFORMATION r Name of Taxing Unit Tax Year of Refund Payment Date Amount Paid Refund Amount Requested ZREFUND 2022 . 01/17/2023 $12.34 $11.78 Taxpayer's reason for refund: OP -Overpayment REFUND TO: GREGORY KATHY 22327 ARRINGTON RD COLLEGE STATION TX 77845-8492 Sign below and return form to the Brazos County Tax Office. "I hereby/apply for the r@Lund of the above -described taxes and certify that the information on this form is true and correct." oh-1 0( Phone # if you make a false statement on this application, you could be found guilty of a Class A misdemeanor or a state jail felony under Texas Penal Code Section 37.10. TAX REFUND DIETERAMATION Vax, re d is [ pproved ]Disapproved a. C7 las Authorized Officer Signature Date Authorized Officer of taxing unit for refund applications over amount required under Section 31.11 Tax Code Authorized Officer Signature Date Vol. Pg. alzoA ,�N.cocm TAX RECEIPT 0 1 /17/2023 12:59PM KRISTEEN ROE, CTA PH# (979) 775-9930 BRAZOS COUNTY TAX ASSESSOR COLLECTOR Receipt Number 4151 COUNTY PARK CT 3230027 BRYAN, TX 77802 - Date Posted - 01/'17/2023 Payment Type P payment Code Over/Refund Total Paid $12.34 PAID BY: GREGORY KATHY 2327 ARRINGTON RD COLLEGE STATION, TX 77845 Property ID Goo Legal Acres_ Owner Name and Address _ _ 303488 020200-0007- 001 0.0000 BEWLEY JOE RAY KE BEWLEY 1ARRINGTON l.egai Description 22327 RD A020200, S W ROBERTSON (OCL), TRACT 7.01 (IMP ONLY TO R15992) COLLEGE STATION, TX 77845-8492 Situs DBA Name 2441 ARRINGTON RD , Entity Year Rate Taxable Value Stmt # Void Original Tax I)iscnts­ . _ • P8l ' Aft Fees Overage Amount Pd Z REFUND ENTITY 2022 0.00000 0 146021 N 11.78 0.00 0.00 0.00 0.00 11.78 EMG SVCS DIST 91 2022 0.02256 54.713 11270 N 0.56 0.00 0.00 0.00 0.00 0.56 12.34 i Balance Due As Of 0111712023: •11.78 Tender Details Description Amount Check 6504 12.34 12.34 Operator Batch tmoore 44302 (01/1712023TM) Total Paid 12.34 Page:'1 Recelpt Issued in Accordance with Section 31.075 of the Texas Property Tax Code 'TwA ftWw0t. APPLICATION FOR TAX REFUND Collecting Office Name Brazos County Tax Office 4151 County Park Court Bryan, Texas 77802 Ph. 979-775-9930 OWNER'S NAME AND ADDRESS BEWLEYJOE R & MICHAEL R BEWLEY 2327 ARRINGTON RD COLLEGE STATION TX 77845-8415 Collecting Tax for: (taxing entities) Brazos County, City of Bryan, City of College Station Bryan ISD, College Station ISD, F1, F2, F3, F4, City of Kurten, Navasota ISD PROPERTY DESCRIPTION Legal: A020200, S W ROBERTSON (OCL), TRACT 7, 31.215 ACRES, (SEE R303488 FOR IMP ONLY) Address: 2441 ARRINGTON RD , Account # 15992 TAX PAYMENT INFORMATION Name of Taxing Unit Tax Year of Refund ZREFUND 2022 Taxpayer's reason for refund: OP -Overpayment REFUND TO: GREGORY KATHY 2327 ARRINGTON RD COLLEGE STATION TX 77845-8415 Payment Date Amount Paid Refund Amount Requested 01/17/2023 $693.79 $661.48 Sign below and return form to the Brazos County Tax Office. "I hereby ajly for the refund of the above -described taxes and certify that the information on this form is true and correct" Phone q If you make a false statement on this application, you could be found guilty of a Class A misdemeanor or a state jail felony under Texas Penal Code Section 37.10. TAX REFUND DETERM&TION ttaxrefunns [ Ap oved [ j sapproved 0-1-7 Jai Authorize 'Officer Signature Date Authorized Officer of taxing unit for refund applications over amount required under Section 31.11 Tax Code Authorized Officer Signature Date Vol. JS% Pg. �� TAX RECEIPT 01117/202312:45PM KRISTEEN ROE, CTA PH# (979) 775-9930 BRAZOS COUNTY TAX ASSESSOR COLLECTOR Receipt Number 4151 COUNTY PARK CT 3230016 BRYAN, TX 77802 - - - - Date Posted OS%1712Q23 Payment Type P Payment Code Over/Refund Total Paid 5693.79 PAID BY: GREGORY KATHY 2327 ARRINGTON RD COLLEGE STATION, TX 77845 Property 1D Geo Legal Acres -� Owner Name_ and Address 15992 020200-0007-0000 31.2150 BEWLEY JOE R & - - MICHAEL R BEWLEY Legal Description 2327 ARRINGTON RD A020200, S W ROBERi_SON (OCL),TRA(5T7, 31.215ACRE5. (SEE R303488 FOR IMP ONLY) _ _ COLLEGE STATION, TX 77845-8415 Skus DBA Name 2441 ARRINGTON R6 , Entity Year Rate Taxable Value Stmf# Void Original Tax Discnts P&I AdWes Overage Amount Pd Z REFUND ENTITY 2022 0.00001) 0 146019' N 66i.48 0.00 0,00 0.00 0.00 661.48 EMG SVCS DIST 91 2022 0.02256 42,562 11269 N 0.45 0.00 0.00 0.00 0,00 0.45 BRAZOS COUNTY 2022 0.42941 42,562 11269 N 8.51 0.00 0,00 0.00 0.00 8.51 COLLEGE STATION ISD 2022 1.17810 42,562 11259 N 23.35 0.00 0.00 0.00 0.00 23.35 693.79 Balance Due As Of 0111712023: -661A8 Tender Details 'Description Amount Check _ 6503 693.79 693.79 5 Operator Batch' - - - - - VOL �� Pg. •O�/� Total Paid tmoore _ 44302 (0111712023TM) 693.79 Page:1 Receipt issued in Accordance with Section 31.075 of the Texas Property Tax Code m.a aamaem na APPLICATION FOR TAX REFUND Collecting Office Name Brazos County Tax Office 4151 County Park Court Bryan, Texas 77802 Ph. 979 775-9930 OWNER'S NAME AND ADDRESS BEWLEY MICHAEL R & LAURA KATHERINE GREGORY & JOE R BEWLEY 2327 ARRINGTON RD COLLEGE STATION TX 77845-8415 Collecting Tax for: (taxing entities) Brazos County, City of Bryan, City of College Station Bryan ISD, College Station ISD, F1, F2, F3, F4, City of Kurten, Navasota ISD PROPERTY DESCRIPTION Legal: A020200, S W ROBERTSON (OCL), TRACT 7.4, 72.615 ACRES, (SEE R432800 FOR IMP ONLY) — ---- Address 2327 A-RRIN&T-ON-RD ; Account# 92230 TAX PAYMENT INFORMATION Name of Taxing Unit Tax Year of Refund Payment Date Amount Paid Refund Amount Requested ZREFUND 2022 " " " " 01%17/2023 $480.62 - `-- - $471:74 - ` Taxpayees reason for refund: OP -Overpayment REFUND TO: GREGORY KATHY 2327 ARRINGTON RD COLLEGE STATION TX 77845-8415 Sign below and return form to the Brazos County Tax Office. . "1 hereby pply for the refund of the above -described taxes and certify that the Information on this form is true and correct." Sign' rei pace ' Phone p mai A s If you make a false statement on this application, you could be found guilty of a Class A misdemeanor or a state jail felony under Texas Penal Code Section 37.20. TAX REFUND DETE TION e tax re u is [VtA roved [ ] Disapproved Authorized Officer Signature Date a.1-r 1 a :3 Authorized Officer of taxing unit for refund applications over amount required under section 31.11 Tax Code Authorized Officer Signature Date Vol. 3 8a Pg. otl� TAX RECEIPT 01/17/202312:40PM =1 KRISTEEN ROE, CTA PH# (979) 775-9930 BRAZOS COUNTY TAX ASSESSOR COLLECTOR Receipt Number 4151 COUNTY PARK CT - - BRYAN, TX 77802 3230011 _ Data Posted 01%17/2023 Payment Type P Payment Code Over/Refund Total Paid $480.62 PAID BY: GREGORY KATHY 2327 ARRINGTON RD COLLEGE STATION, TX 77845 Property 10 Geo Legal Acres Owner Name and Address 92230 020200-0007-0040 72.6150 l3EWLEY MICI AEL R & LAURA ATHER1 JOE R BEWLEY Legal Description 2327 ARRINGTON RD A020200, S W ROBERTSON (OCL),TRACT7.4, 72.615ACRES, (SEE R432800 FOR IMP ONLY) COLLEGE STATION, TX7764b-8415 Situs DBA Name 2327 ARRINGTON RD , Entity Year Rate Taxable Value Stmt # Void Original Tax Discnts- P&I Att Fees Overage Amount Pd Z REFUND ENTITY 2022 0.00000 0 146020 N 471.74 0.00 0.00 0.00 0.00 471.74 EMG SVCS DIST*1 2022 0.02265 50,249 11280 N 0.21 0.00 0.00 0.00 0.00 0.21 BRAZOS COUNTY 2022 0.42941 44,645 11280 N' Z36 0.00 0.00 0.00 0.00 2.36 COLLEGE STATION ISD 2022 1.17810 46,139 11280 N 5.31 0.00 0.00 0.00 0.00 6.31 480.62 Balance Due As Of 0111712023: 471.74 Tender Details Description Amount Check 6802 480.62 480.62 Operator Batch -' - - - Voi•'-"� P9: -` Total Paid tmoore 44302 (01/17/2023TM) 480.62. Page,1 Receipt issued In Accordance with Section 31.075 of the Texas Property Tax Code ,-ALd , U.0- APPLICATION FOR TAX REFUND Collecting Office Name Brazos County Tax Office 4151 County Park Court Bryan, Texas 77802 Ph. 979 77B-9930 OWNER'S NAME AND ADDRESS EASTEP SHIRLEY- 6340 STEEP HOLLOW CIR BRYAN TX 77808-5115 PROPERTY DESCRIPTION Collecting Tax for: (taxing entities) Brazos County, City of Bryan, City of College Station Bryan ISD, College Station ISD, F1, F2, F3, F4, City of Kurten, Navasota ISD Legal: STEEPHOLLOW CIRCLE DRIVE, BLOCK 1, LOT 17, ACRES 2.13 SER# 37246SS4359 HUD# DLS0076668 Address: 6340 STEEP HOLLOW CIR , Account# 44426 TAX.PAYMENTINFORMATION_ Name of Taxing Unit Tax Year of Refund Payment Date Amount Paid Refund Amount Requested ZREFUND 2022 01/28/2023 $1832.68 $11990 Taxpayer's reason for refund: OP -Overpayment REFUND TO: FRONTIER TITLE 166 CENTURY CT STE 210 COLLEGE STATION TX 77840 Sign below and return form to the Brazos CountyTax Office. "l hereby apply for the refund of the above -described taxes and certify that the information on this form is true and correct:' Nrko AtEu 'r S nature ba '' Phone # Email Address if you make a false statement on this application, you could be found guilty of a Class A misdemeanor or a state jail felony under Texas Penal Code Section 37.10. TAX REFUND DETEMINMION Th tax refun j V7Ap roved Disapproved b Authorized Officer Signature Date Authorized Officer of taxing unit for refund applications over amount required underSection 3L11 Tax Code Authorized Officer Signature Date Vol. J'89 Pg. oZ/� TAX RECEIPT 01/18/2023 03:25PM KRISTEEN ROE, CTA PH# (979) 775-9930 BRAZOS COUNTY TAX ASSESSOR COLLECTOR 4161 COUNTY PARK CT BRYAN, TX 77802 PAID BY: .FRONTIER TITLE COMPANY 166 CENTURY CT STE 210 COLLEGE STATION, TX 77840 Property ID Geo Legal Acres 44426 584000-0001-0170 2.1360 Legal Description STEEPHOLLOW CIRCLE DRIVE, BLOCK 1, LOT 17, ACRES 2.13 SER# 37246BS4359 HUD# DL50076668 Situs DBA Name - 6340 STEEP -HOLLOW CIR , Receipt Number 3230864 Date Posted' 0118/2023 Payment Type P Payment Code Over/Refund Total Paid $1,832.68 Owner Name and Address EASTEP SkRLEY 6340 STEEP HOLLOW CIR BRYAN, TX 7780MI 15 Entity Year Rate . Taxable Value ' Stmt # Vold Original Tax Discnts P81 Att_Fees Overage Amount Pd Z REFUND ENTRY 2022 . 0.00000 0 146036 N 119.90 0.00 0.00 0.00 0.00 119.90 EMG SVCS DIST#3 2022 0.02650 107,417 39246 N 27.39 0.00 0.00 0.00 0.00 27.39 BRAZOS COUNTY 2022 0.42941 107.417 39246 N 461.26 0.00 0.00 0.00 0.00 461.26 BRYAN ISD 2022 1.13960 107,417 39246 N 1.224.13 0.00 0.00 0.00 0.00 1,224.13 1,832.68 Balance Due As Of 01/18/2023: 419.90 Tender Details Description Amount. Check 374580 1832.68 Operator Batch - _ -Vol. � �� pg. -L13 • - tmoore 44327 (01/18/2023TM) - Page:1 Receipt issued in Accordance with Section 31.075 of the Texas Property Tax Code 1832.68 Total Paid 1.832.68 APPLICATION FOR TAX REFUND Collecting Office Name Brazos County Tax Office 4151 County Park Court Bryan, Texas 77802 Ph. 979-775.9930 OWNER'S NAME AND ADDRESS CASON BiLL & SANDRA REV TR 616 E CEDAR BUCHANAN DAM TX 78609-4309 PROPERTY DESCRIPTION Collecting Taxfor: (taxing entities) Brazos County, City of Bryan, City of College Station Bryan ISD, College Station ISD, F1, F2, F3, F4, City of Kurten, Navasota ISD Legal: CAPPS UNIT EB 30026602-000 CHESAPEAKE OPE/MADISONVILLE, W. (WOOD .0061050000 R Address: Account# 399076 TAX PAYMENT'INFORMATION Name of Taxing Unit Tax Year of Refund ZREFUND 2022 Taxpayer's reason for refund: OP -Overpayment REFUND TO: CASON BILL & SANDRA REV TR *616 E CEDAR BUCHANAN DAM TX 78609-4309 Payment Date Amount Paid 01/12/2023 $888.12 Refund Amount Requested $500.00 Sign below and return form to the Brazos County Tax Office, "I hereby apply for the refund of the above -described taxes and certify that the information on this form is true and correct," Signature Date Phone P Email Address if you make a false statement on this application, you could be found guilty of a Class A misdemeanor or a state jail felony under Texas Penal Code Section 37.10. TAX REFUND DETERMINATION he tax•r d Is [ A roved [ j Disapproved Authorized Officer Signature Date Authorized Officer of taxing unit for refund applications over amount required under Section 31.11 Tax Code Authorized Officer Signature Date TAX RECEIPT 0111212023 03:31PM KRISTEEN ROE, CTA PH# (979) 775-9930 BRAZOS COUNTY TAX ASSESSOR COLLECTOR 4151 COUNTY PARK CT BRYAN, TX 77802 PAID BY: CASON BILL C SANDRA CASON 616 E CEDAR BUCHANAN DAM, TX 78609-4309 Property ID Geo Legal Acres 39907B 30-026602-000-R-030026602000R041548 0.0000 Legal Description CAPPS UNIT EB 30028602 000 CHE_SAPEAKE OPEfMADI$bNVILLE. W. (VVJDOD .0061050000 R Situs DBA Name Entity Year Rate ZREFUND ENTRY 2022 0.00000 F-MG SVCS DIST 94 2022 0.05504 BRAZOS COUNTY 2022 0.42941 BRYAN ISD 2022 1.13960 G Taxable Value Stmt1# 0 146002 23,898 23048 23,898 23048 23,898 23048 Tender Check Details 9878 Receipt Number 3228861 Data Posted - b1/1?J2023 Payment7ype . P Payment Code Over/Refund Total Pald $888.12 Owner Name aril Address CASON BILL & SANDRA REV TR 616 E CEDAR BUCHANAN DAM, TX 78609-4309 Void Original Tax Discnts _ " P&I Att Fees Overage Amount Pd N 600.60 0.00 0.00 _ 0.00 0.00 500.00 N 13.16 0.00 0.00 0.00 0.00 13.16 N 102.62 0.00 0.00 0.00 0.00 102.62 N 27Z34 0.00 0.00 0.00 0.00 272-34 888.12 Balance Due As Of 01IIZf2023: 500.00 Description Amount 688.12 888.12 Vol. Operator Batch tmoore 44254 (OU1212023TM) 888.12 Page:1 Receipt Lssued in Accordance with Section 31.076 of the Texas PropertyTax Code m..eou�rG BRAZOS COUNTY, TEXAS BUDGET AMENDMENTS) FOR THE 2022-2023 BUDGET YEAR NO.22/23 18.01-18.03 On this the Th day of February 2023 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. Chuck Konderla, Commissioner, Precinct 2 D. Nancy Berry, Commissioner, Precinct 3 E. Wanda Watson, Commissioner, Precinct 4 F. Karen McQueen, County Clerk The following proceedings were held: THAT WHEREAS;, on 701 day of February 2023 the Court heard and approved a budget amendment(s) for the 2022-2023 budget year for Brazos County, Texas; and WHEREAS, expenditure is necessary due to the necessity to meet.unusual and unforeseen conditions which could not be reasonably included in the original budget adopted 6 September 2022, the following amendment(§) to the original budget are hereby authorized, as described on the attached page(s). ADOPTED AND APPROVED this the Th day of February 2023. THE COMMISSIONERS COURT OF BRAZOS COUNTY, TEXAS. LIM Duane Peters, County Judge Original: County Clerk's Office and Attached to the original budget BRAZOS COUNTY, TEXAS BUDGET AMENDMENTS No. 22/23 - 18.01 21712023 FUND NAME DEPARTMENT NAME CLASS DESCRIPTION ACCOUNT CATEGORY INCREASE I DECREASE General Fund Child Protective Service Other Revenue Revenue 122.001 I General Fund I Child Protective Service I Departmental Support Expenditure 1 122.001 Child Protective Services donation in the amount of $122.00. bsa OW-NN �q iS- n � i.�`g FUND DIV ACCT Change In Budget ACCOUNT NAME 01000 38000100 46023000 122.00 01000 38000100 61235000 122.00 BRAZOS COUNTY, TEXAS BUDGET AMENDMENTS No. 22123 - 18.02 FUND NAME DEPARTMENT NAME CLASS DESCRIPTION ACCOUNT CATEGORY INCREASE DECREASE Certificates of Obligation 2020 Hail Repair Capital Outlay Expenditure 22,963.15 Certificates of Obligation Roof Repair Facilities 2020 Services Buildin-- Contractual Services Expenditure 22.963.15 Certificates of Obligation 2020 to cover the additional cost to replace insulation due to FUND DIV ACCT Change In Budget ACCOUNT NAME 43200 63432400 80101000 (22,963.15) 43200 63432000 71025000 22,963:15 Vol. pg., BRAZOS COUNTY, TEXAS BUDGET AMENDMENTS No. 22/23 -18.03 2/7/2023 FUND NAME DEPARTMENT NAME CLASS DESCRIPTION ACCOUNT CATEGORY INCREASE DECREASE Grant Fund Crime Against Women Prosecution Grant Salary and Wages Expenditure 79,043.00 Grant Fund Crime Against Women Prosecution Grant Benefits Expenditure 32,558.00 Grant Fund Revenue 111,601.00 General Fund Expenditure 111,601.00 General Fund District Attorney - Administration Salary and Wages Expenditure 79,043.00 General Fund District Attorney - Administration Benefits Expenditure 32,558.00 District Attorney To reallocate funds due to the Crimes Against Women Grant not awarding funding cover the salary and benefits for the Assistant District Attorney I - Crime Against Women Grant position for FY 2023. � �f ✓ikLN7 �`s'E>��t� ;� .`i r 5'u �i, 3 t7i t�S`{"` 3"yj,"�f;' '�t+ �` �.�q-a ',�'�°� 2E d `»may e .._ �:�z�� F� .' � a��T�� � ��+�(,,t��� +% 'j•,+h �...1-_�.�R:�, ug FUND DIV ACCT Change in Budget ACCOUNT NAME 30000 191000 51300000 74,542.00) 30000 191000 51810000 900.00 30000 191000 51812000 (3,601.00) 30000 191000 53100000 (11,044.00) 30000 191000 53101000 44.00 30000 191000 53200000 (10,486.00) 30000 I91000 53300000 10,984.00 30000 191000 49028000 (111,601.00) 01000 00000000 91320000 (111,601.00) 01000 19000100 51300000 74,542.00 01000 19000100 51810000 900.00 01000 19000100 51812000 3,601.00 01000 19000100 53100000 11,044.00 01000 19000100 53101000 44.00 01000 19000100 53200000 10,486.00 01000 19000100 53300000 10,984.00 Vol. ��'� pg. �l % Personnel Change of Status Commissioners' Court Date: Department Submitting Information: Purpose of Submissions: ( Feb 2, 2023 ) 02-07-2023 Human Resources Consider and Take Action on Change Employment Er ptayee Namer U 3weniie Services- Administration Probation Hernandez Hollowell, Solangie 3uvenite Services - Detention Purvis, KiWda# t�h1.'tF F t Separations �� Depa�trnent��lame z} w a rsw n 1o}iee Flease�. ���§urn .,.�4 '1•� L aY !�� y ��� M� ��r�,F.."r,� �;� h Y,.( � � Y.��.Fi,_ t `fib �,Si'�s `'.<&`&.4�tt6S�t',�y'4: ��•�'' '�' x.t �,+.� R Approved in Commissioners' Court: 02-07-2 3 County Judge's or Commissioner's Signature: (This Copy to be attached to minutes) Vol. Pg. �� PERSONNEL CHANGE OF STATUS REQUESTS Commissioner Court Date: 02-07 2023 , 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 ' District Attorney — Administration Aboellhasan, Yasmeen Change of Status Allen, Kelly Burns, Kristin Capps, Kevin Comte., Kara Connick, Gretchen Eades, Amy Escue, Jessica Golden, Ryan Harris, Anjelica Logsdon,Joshua Approved in Commissioners' Court: 02-07-2023�_— County Judge's or Commissioner's Signature: (This Copy to be attached to minutes) Vol. I Pg. Change of Status Change of Status Change of Status Change of Status Change of Status Change of Status Change of Status Change of Status Change of Status Change of Status 1 11