6-1-2021-Draft-Agenda-as-of-5-272.pdf - Hays County

Commissioners Court June 1, 2021

NOTICE OF A MEETING OF THE

COMMISSIONERS COURT OF HAYS COUNTY, TEXAS

This Notice is posted pursuant to the Texas Open Meetings Act. (VERNONS TEXAS CODES ANN. GOV. CODE CH.551). The Hays County Commissioners Court will hold a meeting at 9:00 A.M. on the 1st day of June 2021, in the Hays County Courthouse, Room 301, San Marcos, Texas. An Open Meeting will be held concerning the following subjects:

CALL TO ORDER INVOCATION PLEDGE OF ALLEGIANCE - Pledge of Allegiance to the American Flag & Pledge of Allegiance to the Texas Flag

ROLL CALL

PUBLIC COMMENTS At this time 3-MINUTE comments will be taken from the audience on Non-Agenda related topics. To address the Court, please submit a Public

Participation/ Witness Form to the County Clerk. Please Complete the Public Participation/ Witness Form in its Entirety. NO ACTION MAY BE TAKEN BY THE COURT DURING PUBLIC COMMENTS.

PRESENTATIONS & PROCLAMATIONS

1 Adopt a Proclamation declaring the first Friday of June 2021 as Gun Violence Awareness Day. BECERRA

2 Adopt a proclamation declaring June 2021 as Hays County Month Long Celebration of Juneteenth. INGALSBE

3 Presentation on the Texas 4H accomplishments over the past year and highlights from 4H programs. BECERRA

4 Update from the County Judge and staff regarding the Local Disaster Declaration and COVID-19. Possible discussion and action may follow. BECERRA

CONSENT ITEMS The following may be acted upon in one motion.

A Commissioner, the County Judge, or a Citizen may request items be pulled for separate discussion and/or action.

5 Approve payments of County invoices. VILLARREAL-ALONZO

6 Approve payments of Juror checks. VILLARREAL-ALONZO

7 Approve the payment of United Healthcare claims. VILLARREAL-ALONZO

8 Approve Commissioners Court Minutes of May 18, 2021. BECERRA/CARDENAS

9 Authorize the Jail to utilize savings within the Office of the Governor Criminal Justice Division, Coronavirus Grant for a UVC Light and amend the budget accordingly. INGALSBE/CUTLER

10 Authorize the Hays County Criminal District Attorney to purchase one (1) replacement Dell Laptop with accessories valued at $1,414.13 and four (4) OptiPlex computers valued at $4,241.28 and amend the budget accordingly. INGALSBE/MAU

11 Authorize the submission of a grant application to the Department of Justice, Office of Justice Assistance, Patrick Leahy Bulletproof Vest Partnership (BVP) to purchase bulletproof vests for County law enforcement officers in the amount of $28,655.64. BECERRA/T.CRUMLEY

12 Authorize the acceptance of a grant renewal award from the Texas Veterans Commission (TVC) for funding of the Hays County Veterans Services - Veterans Treatment Court in the amount of $300,000. INGALSBE/T.CRUMLEY

13 Authorize the acceptance of the Hays County Assistance to Veterans grant renewal award in the amount of $100,000 from the Texas Veterans Commission (TVC) for the Veterans County Service Officer (VCSO). INGALSBE/T.CRUMLEY

14 Approve the cancelation of the Hays County Commissioners Court on the following dates in 2021: June 8, July 6, July 27, August 10, August 24, September 7, September 21, October 26, November 16 and December 14. JONES

15 Authorize the Hays County Office of Emergency Services to purchase Pix4Dmapper Desktop (1 device) - Perpetual license and Pix4Dreact - Perpetual License. BECERRA/MIKE JONES

DRAFT

16 Approve Utility Permits. JONES/BORCHERDING

17 Accept the Fiscal Year 2020 Hays County Emergency Services District #2 Audit Report per Texas Health and Safety Code 775.082. JONES/VILLARREAL-ALONZO

18 Authorize the execution of a Resolution and submission of a grant application to the Texas Department of Transportation (TxDOT) for the Transportation Alternative Set-Aside (TA) Program for the Hays County FM 2325 Sidewalk project. SHELL/T.CRUMLEY/BORCHERDING

19 Authorize On-Site Sewage Facility Permit for two baseball fields with a facility building at 1740 Sports Park Rd, Dripping Springs, Texas 78620. SMITH/PACHECO

20 Authorize the County Judge to accept the Annual 2020 Wildlife Management Activities Report for the Gay Ruby Dahlstrom Nature Preserve. JONES/T.CRUMLEY

21 Ratify the acceptance of law enforcement and janitorial supplies, valued at $355.39 from Bob Barker and amend the budget accordingly. INGASLBE/CUTLER

22 Ratify the acceptance of a $355.00 donation to the Sheriff's Office Crime Victim's Assistance program and amend the budget accordingly. INGALSBE/CUTLER

23 Authorize payment to Lower Colorado River Authority of $572.00 for radio cables where no purchase order was in place as per the County Policy. INGALSBE/CUTLER

24 Authorize the selection of WSB and Associates to perform route studies in relation to various proposed Transportation Plan facilities and authorize staff to negotiate a contract. JONES/BORCHERDING

25 Authorize the Jail to add a telephone allowance effective June 1, 2021, to the Inmate Program Director slot number. SHELL/CUTLER

26 Approve out of state travel, utilizing the Sheriff's Office Continuing Education Funds, for Criminal Investigations Division Lieutenant Michael Briggs to attend the National Homeland Security Conference on August 30-September 2, 2021 in Las Vegas, Nevada. SHELL/CUTLER

27 Approve out of state travel, utilizing the Sheriff's Office Continuing Education Funds, for Emergency Communications Officer Denise Lewis to attend the Navigator Conference on July 13-15, 2021 in Las Vegas, Nevada. SHELL/CUTLER

28

Authorize the Hays County Constable, Pct. 4 Office to enter into a State Plan of Operation Agreement with the State of Texas to receive certain excess Department of Defense (DOD) property under the Law Enforcement Support Office (1033/LESO) Program administered by the Defense Logistics Agency (DLA). SMITH/HOOD

29 Authorize On-Site Sewage Facility Permit for the relocation of a drain field for an office and self-storage units at 5500 W. US 290, Dripping Springs, Texas 78620. SMITH/PACHECO

30

Authorize the Hays County Sheriff's Office to enter into a State Plan of Operation Agreement with the State of Texas to receive certain excess Department of Defense (DOD) property under the Law Enforcement Support Office (1033/LESO) Program administered by the Defense Logistics Agency (DLA). SMITH/CUTLER

31 Authorize the Justice of the Peace Pct. 4 Office to purchase one replacement OptiPlex 7090 Desktop Computer valued at $1,060.32 utilizing the Justice Court Technology Fund and amend the budget accordingly. SMITH/BURNS

32 Authorize the Hays County Office of Emergency Services to pay Water & Earth Technologies to preform repairs at SCSS3. INGALSBE/MIKE JONES

33 Authorize the Local Health Department to utilize travel & training savings for additional office and data processing supplies and amend the budget accordingly. INGALSBE/T.CRUMLEY

34 Receive Annual Road Reports for each Precinct as required by the Texas Transportation Code Sect 251.005. INGALSBE/BORCHERDING

ACTION ITEMS

ROADS

35 Discussion and possible action to call for a public hearing on June 15, 2021 to establish a "No Parking" zone in front of the park gate & driveway on Edgewater Drive along the Blanco River. SHELL/BORCHERDING

36 Hold a public hearing with possible action to establish a "No Dumping" zone along both sides of Elm Grove Lane between FM 1626 and the cul-de-sac. JONES/BORCHERDING

37

Discussion and possible action to consider the acceptance of road construction & drainage improvements, release of the construction bond #70NGP184872 in the amount of $3,026,133.00, accept the 2-year maintenance bond #135515C in the amount of $284,666.74, and accept the 5-year pavement maintenance bond #30114353 in the amount of $23,492.81 for Hymeadow subd., Phase 1, Section 2. INGALSBE/BORCHERDING

DRAFT

38

Discussion and possible action to consider the acceptance of road construction & drainage improvements, release of the subdivision bond #7901052373 in the amount of $724,309.50, accept the 2-year maintenance bond #135518C in the amount of $89,741.66, and accept the 5-year pavement maintenance bond #30114350 in the amount of $14,379.44 for Trails at Windy Hill subd., Phase 3. JONES/BORCHERDING

39

Discussion and possible action to authorize the County Judge to execute Contract Amendment No. 2 in the amount of $32,000.00 to the Professional Services Agreement between Hays County and Doucet & Associates, Inc. for the Darden Hill Road (FM1826 to Sawyer Ranch Road) widening and turn lanes project as part of the Hays County Road Bond Program. SMITH/BORCHERDING

40

Discussion and possible action to authorize the County Judge to execute Change Order No. 2 in the amount of $27,000 for the Professional Services Agreement between Hays County and Pape-Dawson Engineers, Inc. related to the Fischer Store Road Safety Improvements project as part of the Hays County Road Bond Program and authorize a discretionary exemption pursuant to Texas Local Government Code Ch. 262.024(a)(4). SHELL/BORCHERDING

41

Discussion and possible action to authorize the County Judge to execute a Professional Services Agreement between Hays County and Cobb, Fendley & Associates, Inc. to provide right-of-way acquisition services for the RM 3237 Safety Improvements project in Precinct 3, granting an exemption to formal procurement pursuant to Texas Local Government Code Section 262.024(a)(4) (professional services) and amend the budget accordingly. SHELL/BORCHERDING

42 Discussion and possible action to call for a public hearing on June 15, 2021 to establish a "No Parking" zone on Sunrise Drive in the western ROW north of Sunrise Circle. INGALSBE/BORCHERDING

MISCELLANEOUS

43 Discussion and possible action to authorize additional hours for the Human Resources Part-time Communications Intern position effective June 1 through September 30, 2021 and amend the budget accordingly. SMITH/MILLER

44 Discussion and possible action to authorize the purchase and utilization of NeoGov Insight Enterprise platform. INGALSBE/SHELL/MILLER

45 Discussion and possible action to form a Citizens Advisory Commission on Redistricting. BECERRA

EXECUTIVE SESSIONS The Commissioners Court will announce it will go into Executive Session, if necessary, pursuant to Chapter 551 of the Texas Government Code, to receive advice from

Legal Counsel to discuss matters of land acquisition, litigation, and personnel matters as specifically listed on this agenda. The Commissioners Court may also announce it will go into Executive Session, if necessary, to receive advice from Legal Counsel regarding any other item on this agenda.

46 Executive Session pursuant to Sections 551.071 and 551.072 of the Texas Government Code: consultation with counsel and deliberation regarding the purchase, exchange or value of Right of Way along Martin Road in Pct 4. Possible action may follow in open court. SMITH

47 Executive Session pursuant to Sections 551.071 and 551.072 of the Texas Government Code: consultation with counsel and deliberation regarding the purchase, exchange or value of Right of Way along Dacy Lane in Pct 2. Possible action may follow in open court. JONES

STANDING AGENDA ITEMS The Commissioners Court utilizes Standing Agenda Items to address issues that are frequently or periodically discussed in court. This section allows the Court to open

the item when a need for discussion arises.

48 Discussion and possible action related to the burn ban and/or disaster declaration. BECERRA

49 Discussion related to the Hays County inmate population, to include current population counts and costs. BECERRA

50 Discussion of issues related to the Hays County Jail, and the planning of projects pertaining to the public safety facilities needs within the County. Possible action may follow. INGALSBE/CUTLER

51 Discussion and possible action related to proposed bills in the 87th Regular Session of the Texas Legislature and to consider adoption of resolution(s) regarding proposed bills. The Court may opt to withdraw to Executive Session during this item to consult with legal counsel pursuant to Texas Government Code 551.071. SMITH

ADJOURNMENT

DRAFT

Posted by 5:00 o'clock P.M. on the 28th

day of May, 2021

COMMISSIONERS COURT, HAYS COUNTY, TEXAS

______________________________________________

CLERK OF THE COURT

Hays County encourages compliance with the Americans with Disabilities Act (ADA) in the conduct of all public meetings. To that end, persons with disabilities who plan to attend this meeting and who may need auxiliary aids such as an interpreter for a person who is hearing impaired are requested to contact the Hays County Judge’s

Office at (512) 393-2205 as soon as the meeting is posted (72 hours before the meeting) or as soon as practical so that appropriate arrangements can be made. While it would be helpful to receive as much advance notice as possible, Hays County will make every reasonable effort to accommodate any valid request regardless of when it

is received. Braille is not available.

DRAFT

AGENDA ITEM REQUEST FORM

Hays County Commissioners Court Tuesdays at 9:00 AM

Request forms are due in Microsoft Word Format via email by 2:00 p.m. on Wednesday.

AGENDA ITEM

Adopt a Proclamation declaring the first Friday of June 2021 as Gun Violence Awareness Day.

ITEM TYPE MEETING DATE AMOUNT REQUIRED

PROCLAMATIONS/PRESENTATIONS June 1, 2021

LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:

PURCHASING GUIDELINES FOLLOWED: N/A AUDITOR REVIEW: N/A

REQUESTED BY SPONSOR CO-SPONSOR

BECERRA N/A

SUMMARY

Proclamation submitted by the Hays County Moms Demand Action.

DRAFT




AGENDA ITEM

Adopt a proclamation declaring June 2021 as Hays County Month Long Celebration of Juneteenth.



LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:



INGALSBE N/A

SUMMARY

See attached proclamation.

DRAFT

Cumulative Calendar of Event across Hays County for Juneteenth Month-long Celebration May 5 – June 2 Children’s Call for Art Contest Open to elementary school students in San Marcos CISD, this art contest theme is “Juneteenth Celebration”. The submitted art pieces will be displayed at the Cephas House, 213 Martin Luther King Dr., San Marcos, Texas on June 19th for public viewing. The first 20 students signing up for the contest will be given a 20x16 canvas, upon request, for their Juneteenth art. All art pieces must be submitted by June 2. For more info, contact Mrs. Ramika Adams <[email protected]>; 512-787-0364 May 15 - June 3 Juneteenth Call for Art A call for art from local artists where visual objects from various genres will be displayed virtually for public view. Submissions will be accepted from May 15 to June 3. Celebrating Juneteenth throughout the month of June with a grand opening of viewing art on the website. Sponsored by Dripping Springs Community Empowering Positive Change… https://tejasfolkarts.wixsite.com/juneteenthart May 20- June 10 HCHC Middle/High School Essay Contest, “Juneteenth Celebration – A Historical Perspective”. Essays are being accepted from 6th through 12th students from May 20 to June 10. Prizes will be awarded to 1st and 2nd place winners in each category. Details and guidelines for essay contest can be found on http://www.hayshistoricalcommission.com/ June 1- 15 Presentation of Proclamation, “Hays County Month Long Celebration of Juneteenth” in cities across Hays County. Check agendas for the Commissioner Court and city councils in Hays County for more details about specific dates. June 1-30 Voters Registration Drive at Wonder World Park, 1000 Prospect St., San Marcos 78666 Each Sat. of the month, eligible citizens in Hays County can stop the voters registration booth to register to complete a voter’s registration form with a deputy voter registrar from 12:00 noon to 4pm. Also, note that voter registration will be set up at San Marcos Plaza Park and Dunbar Activity Center.

DRAFT

mailto:[email protected]

https://tejasfolkarts.wixsite.com/juneteenthart

June 4th Fish Fry Drive- thru Fund Raiser at Dunbar Park from 11am-4pm The San Marcos Juneteenth Foundation will host a “Drive- thru Fish Fry Dinner” Altering the traditional “Fish Fry Dinner Fund Raiser”, members of the SM Juneteenth Foundation will be providing a fried catfish dinner with fixin’ for a $10 donation. Tickets can be purchased from a member of the SM Juneteenth Foundation. A limited number of dinners can be picked at location without a ticket, also for a $10 donation. Location: Dunbar Park, 801 Martin Luther King Dr., San Marcos, Texas 78666 Pick up Time: 11:00am – 4pm

June 10 Hays County Historical Courthouse Reception Historic courthouse rotunda will have new display case exbibits available for public viewing. The museum will also be open. More information about this event can be on the website: http://www.hayshistoricalcommission.com/

June 12th - Circle of Sisters Women's Retreat 9am -4pm With a focus on mental health for women, this event will be a day to address self-care for women. Participants attending the event will enjoy breakfast and lunch, participate in a panel discussion with professional women, network with women from across the county, partake in a “how to mediate” class, and learn basic yoga skills. Casual dress is encouraged as this mental health day for women’s self-care will promote a relaxing day with tips for a healthy lifestyle…. “You have to Take Care of you to take care of others.” Registration is required to attend the event, please contact Vanessa Westbrook at ([email protected]) for more information Location: LBJ Museum, 131 N. Guadalupe St., San Marcos, TX 78666

June 18th City of Kyle Peace and Progress Panel; Juneteenth Discussion 7pm The Dialogues for Peace & Progress is an event series that works to join community members and leaders for open and honest conversations to raise awareness and, if necessary, facilitate change in the City of Kyle. Kyle City Council Member Dex Ellison will be moderating the panel for the second Dialogue for Peace and Progress and said the purpose of the event is to start an open conversation about issues that are seldom talked about publicly. The event will be held in-person at Kyle City Hall, 110 W. Center St., but other options for participation are encouraged including streaming the panel online through Spectrum 10, the City’s YouTube channel or the City of Kyle Facebook Page. All in-person attendees are asked to practice State and Local Orders regarding social distancing and using face coverings when out in public or interacting with those outside of their household.

DRAFT

mailto:[email protected]

https://www.youtube.com/channel/UChPFJR5qoL54IcttfxtMqeQ

https://www.facebook.com/cityofkyletx

June 19th Juneteenth Unity Walk 9:00 am Come together at the intersection of LBJ and Martin Luther King, Jr in San Marcos at the LBJ MLK Crossroad Memorial to begin the walk that “Celebrate the Juneteenth Holiday”. With family, friends, and neighbors, all will walk a designated route that will end at Dunbar Park, 801 Martin Luther King Dr, San Marcos, Texas 78666 Walk begins at 9:30 am The Dunbar Heritage Association will also host a traditional Juneteenth Celebration from 10:00 a.m.-7:00 p.m. at the Dunbar Recreation Center featuring a gospel concert, games, speakers, live soul music, vendors, food trucks, a virtual 5K Fundraiser and more!" Dunbar Recreation Center, 801 Martin Luther King Dr, San Marcos, TX 78666 For details see https://www.facebook.com/dunbarheritage/ Time: 11am to 8pm

“Juneteenth Celebration” Elementary School Students Art Display Elementary students in San Marcos CISD will display art pieces at the Cephas House, 213 Martin Luther King Dr., San Marcos, Texas 78666 Sponsored by Soulful Creations Tx. (Ramika and Willie Adams, Owners) Viewing times: 11am – 4pm

San Marcos Juneteenth Foundation BBQ Cook-off City Plaza Park, 401 East Hopkins St., San Marcos Texas 78666 It’s back! The popular Charity BBQ Cook-off to celebrate the Juneteenth Holiday Several categories for judging this year, 2021 and a new twist this year, The “People Choice Award”! Sample of the various types of BBQ foods will be available for sample tasting. For a donation of $10, visitors over the age of 18 can receive a ballot to vote for the best BBQ in different categories. “You Sample the Food, You Vote for the Best one”. Return ballot to us to CAST your Vote. Limited ballots available for the “People Choice Award”! Come participate with your taste buds this year. Also, this year is the “Children Place” where young Juneteenth celebrators can engage in crafts, make and take, games, and other activities at Plaza Park. The People Choice Taste Test will run from 12:00 – 2:00pm Vendors will be set to offer to treats, goods, and products to purchase, and don’t forget the MUSIC so you can dance throughout the day! Time: 11:00am to 4:00pm at City Plaza Park

DRAFT

June 20th Voices at the Table discussion: History of Juneteenth “Voices at the Table” is a monthly Zoom panel discussion curated by moderator, Sandra Organ Solís, and produced by Dr. Carlos Solís, that brings together people of all backgrounds to learn about their local heritage, share their stories and listen to others bravely talking about their experiences. This is a community forum meant to confront, acknowledge, and lean into racial and social injustice in our region, utilizing their stories to provide ways forward into becoming a more welcoming community. This last of a six-month series will have a panel to discuss Juneteenth, the day set aside to celebrate the emancipation of slaves. To participate in this Sunday afternoon virtual event, register at the website: https://yosoyx.net/table/

June 26th Juneteenth Party at Wonder World park sponsored Soulful Creations Tx Live music, a DJ, outdoor space, dancing and live Facebook posting, You are invited! As the celebration for the month of June winds down, we continue to focus on Juneteenth Holiday which reminds all of us to reflect and rejoice for the oldest known celebration of the ending of slavery in our nation. See info at https://www.facebook.com/SoulfulCreationsTX/ Come out to Wonder World Cave & Adventure Park, 1000 Prospect, San Marcos Texas 78666 Time: 12:00 – 9:00 pm Need more information:

• Ms. Rose’s Juneteenth Cake Sale

DRAFT

San Marcos Juneteenth Foundation BBQ Cook-off June 19, 2021

11:00am – 4:00pm City Plaza Park, 401 East Hopkins St., San Marcos Texas 78666 It’s back! The popular Charity BBQ Cook-off to celebrate the Juneteenth Holiday Several categories for judging this year, 2021 with a new twist…. The “People Choice Award”, sample of the various types of BBQ foods will be available for sample tasting. For a donation of $10, Visitors over the age of 18 can receive a ballot to vote for the best BBQ in different categories. “You Sample the Food, You Vote for the Best one”. Return ballot to us to CAST your Vote. Limited ballots available for the “People Choice Award”! Come participate with your taste buds this year. BBQ Cook-off Contest 11:00pm – 4:00pm See guidelines for details People Choice Award Taste Test and Voting event 12: 00 noon – 2:00pm With a donation of $10.00, visitors celebrating Juneteenth and over the age 18 will receive a ballot with the categories of foods being offered for sample tasting. There can be several samples available for tasting in each category. Presenting the ballot to each station participating in the “People Choice” contest will allow a visitor to receive one sample of designated food. Visitors will sample which ever food they choice to taste, mark ballot for best food in that category, and turn ballot in to voting table once the visitor has finish taste test. Votes are final once the ballot has been returned into the “voting table”. See example of ballot…

People Choice Award “taste test” Ballot VOTE for only “ONE” in each category

Fajitas Category A B C D E

Beans Category A B C

Chicken Category A B C D E F

Baby Ribs or Spare Ribs A B C D E

Brisket A B C D E F

Cobbler A B C D

DRAFT




AGENDA ITEM

Presentation on the Texas 4H accomplishments over the past year and highlights from 4H programs.



LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:



BECERRA N/A

SUMMARY

Texas 4H is a part of the Texas A&M AgriLife Extension System. They will be recognizing the 4-Hers accomplishments over the past year through COVID-19 as well as highlights from programs we were able to provide and any upcoming programs.

DRAFT




AGENDA ITEM

Update from the County Judge and staff regarding the Local Disaster Declaration and COVID-19. Possible discussion and action may follow.



LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:



BECERRA N/A

SUMMARY

Information will be presented during Court.

DRAFT




AGENDA ITEM

Approve payment of County invoices.


CONSENT June 1, 2021

LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:

PURCHASING GUIDELINES FOLLOWED: N/A AUDITOR APPROVAL: N/A


Auditor’s Office VILLARREAL-ALONZO N/A

SUMMARY

DRAFT




AGENDA ITEM

Approve payment of Juror checks.



LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:




SUMMARY

DRAFT




AGENDA ITEM

Approve the payment of United Healthcare claims.



LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:




SUMMARY

DRAFT




AGENDA ITEM

Approve Commissioners Court Minutes of May 18, 2021.



LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:



CARDENAS BECERRA N/A

SUMMARY

DRAFT




AGENDA ITEM

Authorize the Jail to utilize savings within the Office of the Governor Criminal Justice Division, Coronavirus Grant for a UVC Light and amend the budget accordingly.


CONSENT June 1, 2021 $35,806.00

LINE ITEM NUMBER

001-618-99-141]

AUDITOR USE ONLY

AUDITOR COMMENTS:



Sheriff Gary Cutler INGALSBE N/A

SUMMARY

In September 2020, court accepted grant funding from the Office of the Governor Criminal Justice Division for funding of projects that seek to prevent, prepare for and respond to coronavirus. At this time, the jail is requesting to use savings to purchase a UVC Light. Budget Amendment Decrease 001-618-99-141.5719_400 Miscellaneous Equipment Operating Expense ($10,229.00) Increase 001-618-99-141.5219_700 Miscellaneous Equipment Capital Outlay $10,229.00

DRAFT




AGENDA ITEM

Authorize the Hays County Criminal District Attorney to purchase one (1) replacement Dell Laptop with accessories valued at $1,414.13 and four (4) OptiPlex computers valued at $4,241.28 and amend the budget accordingly.



LINE ITEM NUMBER

001-607-00

AUDITOR USE ONLY

AUDITOR COMMENTS:



Wes Mau INGALSBE N/A

SUMMARY

The Criminal District Attorney is requesting approval to purchase one (1) replacement laptop with accessories for an Assistant Criminal District Attorney and four (4) OptiPlex computers for support staff. The current laptop and desktop computers are no longer under warranty or repairable. Salary savings are available within the operating budget to fund this request. $5,410 - Increase 001-607-00.5711_400 Office Equipment Operating $206 - Increase 001-607-00.5202 Data Processing Supplies ($5,616) - Decrease 001-607-00.5021 Staff Salaries. Attachment: Dell Quote No.3000085942345.1 & 3000085958884.1 DIR-TSO-3763 Contract #C000000006841 DRAFT

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DRAFT

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;-6$Ȁ @Ȁ


DRAFT




AGENDA ITEM

Authorize the submission of a grant application to the Department of Justice, Office of Justice Assistance, Patrick Leahy Bulletproof Vest Partnership (BVP) to purchase bulletproof vests for County law enforcement officers in the amount of $28,655.64.


CONSENT June 1, 2021 $14,327.82

LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:



T. Crumley BECERRA N/A

SUMMARY

This grant application is for the financial assistance in the purchase of bulletproof vests for the County law enforcement officers through dollars being provided by the Office of Justice Program, Patrick Leahy Bulletproof Vest Partnership (BVP) at a 50% match to the County for the purchase of 36 bulletproof vests. The cost per vest is $795.99. The total purchase price for 36 vests is $28,655.64, making the cost for Hays county $14,327.82. Submission of the application is done electronically and is due June 14, 2021.

DRAFT

5/19/2021 Jurisdiction's Handbook

https://grants.ojp.usdoj.gov/bvp/vests/roles/apps/editorder.jsp?isReceipt=N&applYear=2021&level1=Application&level2=Manage+Application&alertID= 1/2

MMAANNAAGGEE AAPPPPLLIICCAATTAAA IIOONN

Listed below is each of the vests which you included in your application. You may view,change or delete the information shown for each type of vests listed by clicking on its'Model Name'. To add more vests to your application, please select the "Add Vests ToApplication" button. If all information is correct, please select the "Proceed To SubmitApplication" button to continue with the application process.

APPLICATION PROFILE

Participant HAYS COUNTY

Fiscal Year 2021

Number of Agencies Applied 1

Total Number of Officers for

Application172

Number of Officers on

Approved Applications172

APPLICATION PROFILE

Fiscal Year 2021

Vest Replacement Cycle5

Number of Officers 172

Number of

Emergency

Number of

Stolen or

0

Application Profile Application NIJ Approved Vests Submit Application

DRAFT

5/19/2021 Jurisdiction's Handbook

https://grants.ojp.usdoj.gov/bvp/vests/roles/apps/editorder.jsp?isReceipt=N&applYear=2021&level1=Application&level2=Manage+Application&alertID= 2/2

Replacement

Needs

Damaged

Number of

Officer

Turnover

7

VIEW/UPDATE APPLICATION

Vests for 2021 Regular Fund

Model Name Quantity Specification GenderUnit

PriceTotal Cost

ULW-IIIA 36 IIIA N $795.99 $28,655.64

Grand

Totals36 $28,655.64

PROCEED TO SUBMIT APPLICATION ADD VESTS TO APPLICATION

DRAFT




AGENDA ITEM

Authorize the acceptance of a grant renewal award from the Texas Veterans Commission (TVC) for funding of the Hays County Veterans Services - Veterans Treatment Court in the amount of $300,000.


CONSENT June 1, 2021 N/A

LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:



T. Crumley INGALSBE N/A

SUMMARY

The Texas Veterans Commission implemented a new award process in which entities with existing funding did not submit a new grant application. Rather than asking entities with existing funding to reapply for the new grant period beginning July 1, 2021, the Texas Veteran's Commission automatically considered all funded projects for renewal. On May 13th, 2021, Texas Veterans Commission announced that Hays County had been selected for renewal. Commissioners' Court authorized the submittal of the original grant application on October 22, 2019. According to the Texas Veterans Commission 2021-2022 RFA, “The Commission may, in its sole discretion, exercise the option to renew the grant for one (1) additional one (1) year period. To be eligible for such consideration, grantees must meet both performance and expenditure benchmarks and have no outstanding compliance issues on the 3rd Quarter Performance and Expenditure Report. In addition, grantees must demonstrate in their quarterly grant outcome reports, that the TVC grant-funded services are meeting their project goals, FVA Program Goals, and as applicable, providing measurable benefits to their clients. FVA will notify the Commission during the 3rd Quarter Regular Commission meeting of all grantees who have met the criteria outlined for renewal. Pending the Commission’s approval to exercise the renewal option, FVA will provide notice and instructions to the grantee on the renewal process, including a signed NOGA from the TVC Executive Director. Grants awarded for the 2020-21 grant period and renewed for the 2021-22 grant period, must be able to modify their grant projects to fit within the program and service categories outlined in this 2021-22 RFA.” The Hays County Veterans Services - Veterans Treatment Court provides the opportunity of voluntary participation for defendants whose criminal cases are attributed to physical and/or mental injuries sustained during their tenure in military service. There is no cash match requirement. Funds will be budgeted during the FY2022 budget process. Grant Period: 7/1/2021 - 6/30/2022

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AGENDA ITEM

Authorize the acceptance of the Hays County Assistance to Veterans grant renewal award in the amount of $100,000 from the Texas Veterans Commission (TVC) for the Veterans County Service Officer (VCSO).



LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:



T. Crumley INGALSBE N/A

SUMMARY

The Texas Veterans Commission implemented a new award process for this year in which entities with existing funding did not submit a new grant application. Rather than asking entities with existing funding to reapply for the new grant period beginning July 1, 2021, the Texas Veteran's Commission automatically considered all funded projects for renewal. On May 13th, 2021, Texas Veterans Commission announced that Hays County had been selected for renewal. According to the Texas Veterans Commission 2021-2022 RFA, “The Commission may, in its sole discretion, exercise the option to renew the grant for one (1) additional one (1) year period. To be eligible for such consideration, grantees must meet both performance and expenditure benchmarks and have no outstanding compliance issues on the 3rd Quarter Performance and Expenditure Report. In addition, grantees must demonstrate in their quarterly grant outcome reports, that the TVC grant-funded services are meeting their project goals, FVA Program Goals, and as applicable, providing measurable benefits to their clients. FVA will notify the Commission during the 3rd Quarter Regular Commission meeting of all grantees who have met the criteria outlined for renewal. Pending the Commission’s approval to exercise the renewal option, FVA will provide notice and instructions to the grantee on the renewal process, including a signed NOGA from the TVC Executive Director. Grants awarded for the 2020-21 grant period and renewed for the 2021-22 grant period, must be able to modify their grant projects to fit within the program and service categories outlined in this 2021-22 RFA.” Commissioners' Court approved the submission of the original grant for the Veteran's Service Officer on October 22, 2019. The Veteran Services Office, in collaboration with the Veteran's Benefits Administration, provide Veterans and their dependents access to benefits through local, state, federal and nonprofit programs. There is no cash match requirement.

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AGENDA ITEM

Approve the cancelation of the Hays County Commissioners Court on the following dates in 2021: June 8, July 6, July 27, August 10, August 24, September 7, September 21, October 26, November 16 and December 14.



LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:



JONES N/A

SUMMARY

Court dates have been presented for cancelation due to upcoming Education and Training Opportunities.

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AGENDA ITEM

Authorize the Hays County Office of Emergency Services to purchase Pix4Dmapper Desktop (1 device) - Perpetual license and Pix4Dreact - Perpetual License.


CONSENT June 1, 2021 $5,990.00

LINE ITEM NUMBER

001-656-00.5429 Software Maintenance and Licensing

AUDITOR USE ONLY AUDITOR COMMENTS:



Mike Jones BECERRA N/A

SUMMARY

Pix4D is a fast mapping software for first responders using UAVs to quickly capture photo data and render measurable 2D maps. Used primarily in disaster response to flooding, wildfire, and search and rescue, as well as mapping inundated areas during recovery efforts after a disaster.

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AGENDA ITEM

Approve Utility Permits.



LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:



Jerry Borcherding

JONES N/A

SUMMARY

Permit #: Road Name: Utility Company: TRN-2021-4334-UTL High Road (Bore) County Line SUD (Wastewater)

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UTILITY PERMIT APPROVAL LETTER

** Notification must be given IN WRITING at least 24 hours before work begins and proper traffic control must be implemented throughout the work zone. **

The utility company or any of its representatives, engineers, contractors, or authorized agents agree to use Best Management Practices to minimize erosion and sedimentation resulting from the proposed installation AND will insure that traffic control measures complying with applicable portions of the Texas Manual of Uniform Traffic Control Devices will be installed and maintained during installation.

General Special Provisions:1. Construction of this line will begin on or after 10/1/2021 .

Utility Company Information:Name: County Line SUDAddress: 8870 Camino Real Uhland TXPhone: Contact Name: Daniel Heideman

Engineer / Contractor Information:Name: Southwest EngineersAddress: 307 Saint Lawrence St. Gonzales TX 78629Phone: Contact Name: Allison Nieto

Hays County Information:Utility Permit Number: TRN-2021-4334-UTLType of Utility Service: wastewater Project Description: Road Name(s): High Road (CR 127), , , , , , , Subdivision: Commissioner Precinct:

Signature DateTitle

Engineering Technician 05/24/2021

What type of cut(s) will you be using ?

Boring Trenching Overhead N/AX

Authorization by Hays County Transportation DepartmentThe above-mentioned permit was approved in Hays County Commissioners Court on .

Hays County Transportation Department2171 Yarrington Rd, Suite 200, Kyle Texas 78640(P) 512-393-7385 (Web) www.hayscountytx.com

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HEADQUARTERS

307 Saint Lawrence Street, Gonzales TX 78629P: 830.672.7546 F:830.672.2034

CENTRAL TEXAS

205 Cimarron Park Loop, Ste. B, Buda TX 78610P: 512.312.4336

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AGENDA ITEM

Accept the Fiscal Year 2020 Hays County Emergency Services District #2 Audit Report per Texas Health and Safety Code 775.082.



LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:



Marisol Villarreal-Alonzo JONES N/A

SUMMARY

Texas Health and Safety Code 775.082 requires that the District prepare and file with the Commissioners Court by June 1 of each year an audit report of the district's fiscal accounts and records. The District's Audit Report is attached.

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Hays County Emergency Services District #2

Annual Financial Report

For the Year Ending

September 30, 2020

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JANSEN AND GREGORCZYK Certified Public Accountants

PO Box 1778 Kyle, TX 78640

INDEPENDENT AUDITORS’ REPORT

To the Board of Commissioners Hays County Emergency Services District #2

We have audited the accompanying financial statements of the governmental activities of Hays County Emergency Services District #2 (the District), as of and for the year ended September 30, 2020, and the related notes to the financial statements, which collectively comprise the District’s basic financial statements.

Management’s Responsibility for the Financial Statements

Management is responsible for the preparation and fair presentation of these financial statements in accordance with accounting principles generally accepted in the United States of America; this includes the design, implementation, and maintenance of internal control relevant to the preparation and fair presentation of financial statements that are free from material misstatement, whether due to fraud or error.

Auditor’s Responsibility

Our responsibility is to express opinions on these financial statements based on our audit. We conducted our audit in accordance with auditing standards generally accepted in the United States of America. Those standards require that we plan and perform the audit to obtain reasonable assurance about whether the financial statements are free from material misstatement.

An audit involves performing procedures to obtain audit evidence about the amounts and disclosures in the financial statements. The procedures selected depend on the auditor’s judgment, including the assessment of the risks of material misstatement of the financial statements, whether due to fraud or error. In making those risk assessments, the auditor considers internal control relevant to the entity’s preparation and fair presentation of the financial statements in order to design audit procedures that are appropriate in the circumstances, but not for the purpose of expressing an opinion on the effectiveness of the entity’s internal control. Accordingly, we express no such opinion. An audit also includes evaluating the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluating the overall presentation of the financial statements.

We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our audit opinions.

Opinions

In our opinion, the financial statements referred to above present fairly, in all material respects, the respective financial position of the governmental activities of the Hays County Emergency Services District #2, as of September 30, 2020, and the respective changes in financial position thereof for the year then ended in accordance with accounting principles generally accepted in the United States of America.

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Other Matters

Required Supplementary Information

Accounting principles generally accepted in the United States of America require that the management’s discussion and analysis and budgetary comparison information on pages 3-6 and 15 be presented to supplement the basic financial statements. Such information, although not a part of the basic financial statements, is required by the Governmental Accounting Standards Board, who considers it to be an essential part of financial reporting for placing the basic financial statements in an appropriate operational, economic, or historical context. We have applied certain limited procedures to the required supplementary information in accordance with auditing standards generally accepted in the United States of America, which consisted of inquiries of management about the methods of preparing the information and comparing the information for consistency with management’s responses to our inquiries, the basic financial statements, and other knowledge we obtained during our audit of the basic financial statements. We do not express an opinion or provide any assurance on the information because the limited procedures do not provide us with sufficient evidence to express an opinion or provide any assurance.

Jansen and Gregorczyk Kyle, Texas

March 23, 2021

J d G k

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HAYS COUNTY EMERGENCY SERVICES DISTRICT #2

MANAGEMENT’S DISCUSSION AND ANALYSIS SEPTEMBER 30, 2020

Our discussion and analysis of the Hays County Emergency Services District #2’s (the District’s) financial performance provides an overview of the District’s financial activities for the year ended September 30, 2020. Please read it in conjunction with the District’s financial statements, which follow this section. The financial report consists of three parts: Management’s Discussion and Analysis (this section), the financial statements, and the notes to the financial statements.

FINANCIAL HIGHLIGHTS • During the year, the District had expenses of $2,777,683 compared to total revenues of $3,268,323

resulting in an increase in net assets of $490,640 for the year ended September 30, 2020.

• The District’s cash and investments balance increased by $509,475 for the fiscal year.

• The District contributed $2,041,110 to Hays County ESD #8 for EMS purposes.

• The District purchased new capital assets in the form of an equipment and improvements to the vehicle during the year.

• The District paid $550,000 to ESD #8 for the housing of their EMS units, personnel, equipment, utilities and infrastructure during the year.

USING THIS ANNUAL REPORT This annual report consists of a series of financial statements: The Statement of Net Position and the Statement of Activities provide information about the activities of the District as a whole and present a longer-term view of the District’s finances. For governmental activities, these statements tell how these services were financed in the short term as well as what remains for future spending.

Reporting the District as a Whole One of the most important questions asked about the District’s finances is, “Is the District as a whole better off or worse off as a result of the year’s activities?” The Statement of Net Position and the Statement of Activities provide information about the District as a whole and about its activities in a way that helps answer this question. These statements include all assets and liabilities using the accrual basis of accounting, which is similar to the accounting used by most private-sector companies. All of the currents year’s revenues and expenses are taken into account regardless of when cash is received or paid. These two statements report the District’s net position and changes in them. You can think of the District’s net position-the difference between assets and liabilities-as one way to measure the District’s financial health, or financial position. Over time, increases or decreases in the District’s net position are one indicator

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of whether its financial health is improving or deteriorating. You will need to consider other non-financial factors, however, such as changes in the District’s property tax to assess the overall health of the District. THE DISTRICT AS A WHOLE The District’s total net assets increased by $490,640 in the year ended September 30, 2020. Our analysis of the District’s activities below focuses on net assets (Table 1) and the changes in net assets (Table 2).

Table 12020 2019

Current Assets 2,650,776$ 2,185,031$ Capital Assets, net 690,072 764,851 Total Assets 3,340,848$ 2,949,882

Current Liabilities - 99,674 Total Liabilities -$ 99,674$

Net Assets:Invested in Capital Assets 690,072 764,851 Unreserved 2,650,776 2,085,357

Total Net Position 3,340,848$ 2,850,208$

Table 2

RevenuesAd Valorem Taxes 3,247,723$ 1,927,328$ Interest & Misc.Income 20,600 102,307

3,268,323 2,029,635 ExpensesDistrict Contract Expenses 2,591,110 1,170,470 Operations & Maintenance 1,205 2,582 Legal & Accounting 3,420 3,440 Tax Collection Fees 22,682 15,218 Interest Expense - - Insurance 1,217 1,163 Depreciation 158,049 141,395 Total Expenses 2,777,683 1,334,268

Increase in Net Assets 490,640$ 695,367$

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Unrestricted net assets, the part of net assets that can be used to finance day-to-day operations without constraints established by debt covenants, enabling legislation, or other legal requirements were $2,635,141 at September 30, 2020. The District has sufficient revenues to pay expenses of the District. Fund Budgetary Highlights The Board of Commissioners did make budget increases during the year. The analysis of the budget is reflected on the Schedule of Revenues, Expenditures and Changes in Net Position-Budget and Actual-(Non-GAAP Budgetary Basis) following the Notes to the Financial Statements. Revenues over expenses increased by $556,241 during the year. Expenditures were $1,706 less than budget and revenue was $8,349 more than budgeted mainly due to increased tax revenue.

Capital Asset and Debt Administration Capital Assets At September 30, 2020, the District had $1,744,899, excluding depreciation, invested in capital assets. Of this amount, $1,182,599 represented ambulances and vehicles and $562,300 is invested in depreciable equipment. Total depreciation for the year was $158,049.

88%

0%

0%

1% 0% 0%

11%

EXPENSES

District Contract Expenses

Operations & Maintenance

Legal & Accounting

Tax Collection Fees

Interest Expense

Insurance

Depreciation

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Debt Administration The District had no debt as of September 30, 2020. Economic Factors and Budgets and Rates The District’s appointed officials considered many factors when setting the fiscal year 2020 budget and tax rates. One of those factors is the economy and estimated needs to operate the District in the coming year. This part of the county continues to grow, which provides some property tax revenue growth to offset inflationary trends in operating costs. As with many local government entities, the growth provides funding to help offset inflationary trends with existing programs, but it often leaves little funds available for new or enhanced programs or services. Contacting the District’s Financial Management This financial report is designed to provide the taxpayers with a general overview of the District’s finances and to show the District’s accountability for the money it receives. If you have questions about this report or need additional financial information, contact the District’s office at: Ms. Halley Ortiz, President Hays County ESD#2

P.O. Box 153 Buda, TX 78610

Fixed Assets(net of depreciation)

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General Adjustments Statement ofFund (Note 5) Net Assets

ASSETSCash 24,396$ 24,396$ Investments 2,592,583 2,592,583 Taxes receivable 33,797 - 33,797 Capital assets:Capital Assets, net of accumulated depreciation - 690,072 690,072

Total Assets 2,650,776 690,072 3,340,848

LIABILITIESCurrent Liabilities:

Accounts Payable - - - Total liabilities - - -

DEFERRED INFLOWS OF RESOURCESUnavailable revenue - property taxes 33,797 (33,797) -

FUND BALANCES/NET POSITION Fund Balances

Fund balance - unassigned 2,616,979 (2,616,979) 2,650,776$

NET POSITIONNet investment in capital assets 690,072 Unrestricted 2,650,776 2,650,776

TOTAL NET POSITION 3,340,848$

See accompanying notes to the financial statements

Statement of Net Position and Governmental Funds Balance SheetHays County Emergency Services District #2

As of September 30, 2020

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General Adjustments Statement Fund (Note 5) of Activities

Expenses:District Contract Expenses 2,041,110$ 2,041,110$ Station User Fee 550,000 550,000 Operations 1,205 - 1,205 Depreciation - 158,049 158,049 Tax Collection Expenses 22,682 22,682 Professional Services 3,420 3,420 Capital Outlay 83,270 (83,270) - Debt Service - - - Insurance 1,217 1,217 Total expenses 2,702,904$ 2,777,683$

General revenues:Ad Valorem Tax Revenues 3,238,545 9,178 3,247,723 Interest Income 20,600 20,600 Total general revenue 3,259,145$ 3,268,323$

Change in net position/fund balance 556,241 490,640

Net position/fund balance - beginning 2,060,738 2,850,208

Net position/fund balance - ending 2,616,979$ 3,340,848$

See accompanying notes to the financial statements

Hays County Emergency Services District #2Statement of Activities and Governmental Funds Statement

For the Year ended September 30, 2020of Revenues, Expenditures and Changes in Fund Balances

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Hays County Emergency Services District #2 Notes to the Financial Statements

For the Year Ending September 30, 2020

Note 1 Summary of Significant Accounting Policies

The accounting policies of the Hays County Emergency Services District #2 (the District) conform to generally accepted accounting principles (GAAP) in the United States of America applicable to state and local governments. The Governmental Accounting Standards Board (GASB) is the accepted standard-setting body for establishing governmental accounting and financial reporting principles. The more significant of the District’s policies are described below.

A. The Reporting Entity

Emergency Services Districts may be organized in the State of Texas under the provisions of Article III, Section 48-e of the State Constitution. The Northeast Hays County Emergency Services District (ESD) was confirmed by election in 1989. The District was established to arrange for emergency services within its boundaries. The District operates under the Health and Safety Code in Chapter 775, Emergency Services Districts. The District contracts with and disburses funds to the nonprofit emergency medical services corporation located in San Marcos to provide for the emergency services in the Buda area.

Hays County ESD #2 is not included in any other governmental reporting entity as defined in Section 2100, Codification of Governmental Accounting and Financial Reporting Standards. Additionally, no other entity meets these requirements for inclusion in Hays County ESD #2 financial statements.

The District is governed by a five-member board of emergency services commissioners (the Board) appointed for two-year terms by the Hays County Commissioners. The Board sets the budget and tax rate within limits authorized by Chapter 775 of the Health and Safety Code.

B. Government-Wide Financial and Fund Financial Statements

The District is considered a special purpose government under GASB Statement No. 34. This allows the district to present the required fund and government-wide statements in a single schedule. The requirement for fund financial statements to be prepared on the modified accrual basis of accounting is met with the “General Fund” column. An adjustment column includes those entries needed to convert to the full accrual basis government-wide statements. The Statement of Net Position and the Statement of Activities are government-wide financial statements. They report information on all of the District’s activities. The District services are supported primarily by ad valorem taxes. The Statement of Activities demonstrates how the District used revenue.

C. Measurement focus, basis of accounting, and financial statement presentation The government-wide financial statements are reported using the economic resources measurement focus and the accrual basis of accounting. Revenues are recorded when earned and expenses are recorded when a liability is incurred, regardless of the timing of related cash flows.

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Governmental fund financial statements are reported using the current financial resources measurement focus and the modified accrual basis of accounting. Revenues are considered to be available when they are collectible within the current period or soon enough thereafter to pay liabilities of the current period. For this purpose, the government considers revenues to be available if they are collected within thirty-one days of the end of the current fiscal period. Expenditures generally are recorded when a liability is incurred, as under accrual accounting. Interest and taxes associated with the current fiscal period are all considered susceptible to accrual and so have been recognized as revenues of the current fiscal period. All other revenue items are considered measurable and available only when the District receives cash. D. Cash and Cash Equivalents Cash and cash equivalents are short-term highly liquid investments that are readily convertible to known amounts of cash and so near maturity that there is no significant risk of changes in value due to changes in interest rates. E. Net Position Net position represents the difference between assets and liabilities. Net position invested in capital assets, net of related debt consists of capital assets, net of accumulated depreciation, reduced by the outstanding balances of any borrowing used for the acquisition, construction or improvements of those assets. Net position are reported as restricted when there are limitations imposed on their use either through the enabling legislation adopted by the District or through external restrictions imposed by creditors, grantors or laws or regulations of other governments. When both restricted and unrestricted resources are available for use, it is the District’s policy to use restricted resources first and then unrestricted resources as they are needed. When both unassigned and committed or assigned funds are available for expenditure, committed or assigned funds are used first. F. Estimates The preparation of financial statements in conformity with accounting principles generally accepted in the United States of America requires management to make estimates and assumptions that affect the reported amounts of assets and liabilities and disclosure of contingent assets and liabilities at the date of the financial statements and the reported amount of revenues and expenses during the reporting period. Actual results could differ from these estimates. G. Deferred Outflows/Inflows of Resources In addition to assets, the statement of financial position will sometimes report a separate section for deferred outflows of resources. This separate financial statement element, deferred outflows of resources, represents a consumption of net position that applies to a future period(s) and so will not be recognized as an outflow of resources (expense/expenditure) until then. In addition to liabilities, the statement of financial position will sometimes report a separate section for deferred inflows of resources. This separate financial statement element, deferred inflows of resources, represents an acquisition of net position that applies to a future period(s) and so will not be recognized as an inflow of resources (revenue) until that time. The District reported unavailable revenue in the form of property taxes as Deferred Inflows of Resources in the Statement of Net Position. Deferred Inflows arise when potential revenue does not meet both the

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measurable and available criteria for recognition in the current period. In general, monies received within thirty-one days after year-end are considered to have been for prior year services.

H. Capital Assets All capital assets are capitalized at cost (or estimated historical cost) at the time of acquisition and updated for additions and retirements during the year. The District does not possess any infrastructure. Improvements are capitalized; the cost of normal maintenance and repairs that do not add to the value of the asset or materially extend the asset’s life are not. Depreciation is calculated on a straight-line basis. Estimated useful lives are as follows: Ambulances 10 years Equipment 5 years Note 2 – Cash Deposits and Investments The District’s deposits exposed to concentrations of credit risk consist of cash, which is deposited in two major financial institutions. At September 30, 2020, the carrying amount of the District’s cash deposits was $14,180 and the bank balance was $14,180. The District has no deposits in excess of FDIC insurance. Interest Rate Risk. The District does have a formal investment policy in place. The District’s cash and cash equivalents are currently invested in short-term instruments such as certificates of deposits, money market funds and an interest-bearing checking account. Credit Risk. The Board Directors has authorized the District to invest in compliance with V.A.T.C.S. Government Code, Title 10, Chapter 2256 (Public Funds Investment Act of 1993). Money in any fund may be placed in obligations of the United States or its instrumentalities; direct obligations of this state or its agencies; collateralized mortgage obligations directly issued by a federal agency or instrumentality of the United States, the underlying security for which is guaranteed by an agency or instrumentality of United States; other obligations, the principal and interest of which are unconditionally guaranteed or insured by this state or the United States or its instrumentalities; and obligations of states, agencies, counties, cities, and other political subdivisions of any state rated as to investment quality by a nationally recognized investment rating firm not less than A or its equivalent, Certificates of Deposit and any other investment authorized in Chapter 2256. Accordingly, cash is invested in money market funds or interest-bearing demand deposits and is stated at fair value.

Custodial Credit Risk. In the case of deposits, this is the risk that in the event of a bank failure, the District’s deposits may not be returned to it. As of September 30, 2020, all of the District’s deposit balance was covered by federal depository insurance.

The District categorizes its fair value measurements within the fair value hierarchy established by generally accepted accounting principles. The hierarchy is based on the valuation inputs used to measure the fair value of the asset. Level 1 inputs are quoted prices in active markets for identical assets; Level 2 inputs are significant other observable inputs; and Level 3 inputs are significant unobservable inputs.

All investments at year end were held in the Texas Local Government Investment Pool (TexPool). The State Comptroller oversees TexPool, with Federated Investors managing the daily operations of the pool under a contract with the State Comptroller. TexPool is a 2(a)7 like fund, which means that it is structured similar to

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a money market mutual fund. It allows shareholders the ability to deposit or withdraw funds on a daily basis. Such funds seek to maintain a constant net asset value of $1.00 although this cannot be fully guaranteed.

TexPool is rated AAAm (the highest rating a local government investment pool can achieve) and must maintain a dollar weighted average maturity not to exceed 60 days, which is the limit. At September 30, 2020 the TexPool portfolio had a weighted average maturity of 38 days. However, the District considers the holdings in these funds to have a one day weighted average maturity because the share position can usually be redeemed each day at the discretion of the shareholder, unless there has been a significant change in value.

As of September 30, 2020, the District had $2,592,583 invested in TexPool.

Note 3 - Property Taxes

The District has the authority to levy a tax to a maximum of $.010 per $100 of value. Property Taxes are levied each October 1 on the assessed valuation of all taxable property in the District. The tax rate for the October 1, 2019 levy was $.075 per $100 of value. Taxes are due on receipt of the bill and are delinquent if not paid before February 1 of the year following the levy. On January 1 of each year, a tax lien attaches to property to secure the payment of all taxes, penalties and interest ultimately imposed. Taxes are billed and collected by the Hays County Tax Assessor-Collector. Note 4 - Capital Assets

The following is a summary of changes in Capital assets for the year:

Balance Balance9/30/19 Additions Retirements 9/30/20

Capital assets being depreciated:Ambulances & Vehicles $ 1,134,297 $ 48,302 $ - $ 1,182,599 Equipment 527,332 34,968 - 562,300 Total assets being depreciated 1,661,629 83,270 - 1,744,899 Less accumulated depreciation (896,779) - (158,049) (1,054,828) Total capital assets $ 764,850 $ 83,270 $ (158,049) $ 690,071

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Note 5 – Adjustments to Convert Fund Statements to Government-Wide

NOTE 6 – Budget Variances The District adopts an annual budget for the General Fund. The District amends the budget as needed during the year. There were no current year amendments. Certain revenue and expenses were different than budgeted, resulting in a higher than budgeted fund balance. NOTE 7 – Subsequent Events The board has reviewed subsequent events from year end to the date of this report, March 23, 2021 and no material issues were found. NOTE 8 – Other Matters Auditing standards GASB Cod. 2300.107 as well as FASB Statement No. 57 require disclosure by the governmental entity regarding related party transactions. No such instances or transactions were noted in the audit findings. In early 2020, the United States was hit by a global pandemic of the COVID 19 virus, causing significant medical and economic impacts. While the impacts of this ongoing pandemic will not be determined for months or years to come, early estimates indicate that the COVID 19 pandemic may have significant financial impacts to the District in ways that include, but are not limited to, the following:

• Potential decreases in tax revenue as a result of a decrease in property valuation, tax amnesty or abatement, potential foreclosures, etc.

• Potential decreases in insurance, Medicare/Medicaid, and other non-taxation revenue. • Significant disruption of the medical supply chain resulting in higher prices for consumables,

medication, and equipment. • Need for significant increases in spending on Personal Protective Equipment (PPE) and storage for

same.

Unrestricted fund balance - governmental fund 2,616,979$ Increase net position for capital assets not reported in the governmental funds 690,072 Taxes receivables deferred in the fund financial statements and in thegovernment-wide financial statements 33,797 Net position - governmental activities 3,340,848$

Net change in fund balance - governmental fund 556,241 Capital outlays recognized as expenditures in the fund financial statements 83,270 Depreciation expense not recognized in the fund financial statements (158,049) Net increase in tax receivable deferred in the fund financial statementsand not in the government-wide financial statements 9,178 Change in net position - governmental activities 490,640$

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SUPPLEMENTARY SCHEDULES

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VarianceOriginal Final PositiveBudget Budget Actual (Negative)

Revenues:Ad Valorem Tax Revenues 3,213,221$ 3,213,221$ 3,238,545$ 25,324$ Interest Income 37,575 37,575 20,600 (16,975) Total general revenue 3,250,796 3,250,796 3,259,145 8,349

Expenditures:Contracted EMS services 2,041,110 2,041,110 2,041,110 - Station User Fee 550,000 550,000 550,000 Operations 3,000 3,000 1,205 1,795 Tax Collection expenses 18,500 18,500 22,682 (4,182) Professional Services 5,500 5,500 3,420 2,080 Debt Service - - - - Insurance 1,500 1,500 1,217 283 Capital Outlay 85,000 85,000 83,270 1,730

Total Expenditures: 2,704,610 2,704,610 2,702,904 1,706

Net change in fund balance 546,186 546,186 556,241 10,055

Beginning fund balance 2,060,738 2,060,738 2,060,738 -

Ending fund balance 2,606,924$ 2,606,924$ 2,616,979$ 10,055$

Hays County Emergency Services District #2Budgetary Comparison Schedule

General FundFor the Year Ended September 30, 2020

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AGENDA ITEM

Authorize the execution of a Resolution and submission of a grant application to the Texas Department of Transportation (TxDOT) for the Transportation Alternative Set-Aside (TA) Program for the Hays County FM 2325 Sidewalk project.


CONSENT June 1, 2021 $219,324.00

LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:



T.CRUMLEY/J.BORCHERDING SHELL N/A

SUMMARY

The submission of a preliminary application was approved in court on March 2, 2021. On April 13, 2021, Hays County was notified that the project submitted were selected to move forward to the detailed application. The project will provide safety infrastructure for non-driver access and provide non-motorized roadway users access to our local businesses. The project includes construction of a 6-ft ADA compliant sidewalk along the west side of Carney Lane from Danforth Junior High then widening to an 8-ft ADA compliant sidewalk along the south side of FM 2325 to Green Acres, crossing to the north side at the signal, and terminating approximately 325’ east of Green Acres. The sidewalk termini connect to an existing sidewalk for access to the HEB Grocery store. A total of 0.84 mile of a safe and accessible path. Total project cost: $1,096,620.00 Local Match: $219,324.00 Submission of the application will be done so electronically by June 14, 2021. DRAFT

San Marcos, Texas

Resolution

STATE OF TEXAS § §

COUNTY OF HAYS §

A RESOLUTION SUPPORTING HAYS COUNTY APPLICATION TO THE TEXAS DEPARTMENT OF TRANSPORTATION’S 2021 TRANSPORTATION ALTERNATIVES SET-ASIDE (TA) CALL

FOR PROJECTS

WHEREAS, the Texas Department of Transportation issued a call for projects in January 2021 for communities to apply for funding assistance through the Transportation Alternatives Set-Aside (TA) Program; and

WHEREAS, the TA funds may be used for development of preliminary engineering (plans, specifications, and estimates and environmental documentation) and construction of pedestrian and/or bicycle infrastructure. The TA funds require a local match, comprised of cash or Transportation Development Credits (TDCs), if eligible. The County of Hays would be responsible for all non-reimbursable costs and 100% of overruns, if any, for TA funds; and

NOW, THEREFORE, BE IT RESOLVED BY THE COMMISSIONERS COURT OF THE COUNTY OF HAYS THAT: The County of Hays supports funding this project as described in the 2021 TA Detailed Application (including the preliminary engineering budget, if any, construction budget, the department’s 15% direct state cost for oversight, and the required local match, if any) and is willing to commit to the project’s development, implementation, construction, maintenance, management, and financing. The County of Hays is willing and able to enter into an agreement with the department by resolution or ordinance, should the project be selected for funding.

DULY PASSED by majority vote of the Hays County Commissioners Court the County of Hays on the 1st day of June 2021.

_____________________________________ Ruben Becerra Hays

County Judge

Elaine H. Cardenas, MBA, PhD

Hays County Clerk

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AGENDA ITEM

Authorize On-Site Sewage Facility Permit for two baseball fields with a facility building at 1740 Sports Park Rd, Dripping Springs, Texas 78620.



LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:



Marcus Pacheco, Interim Director of Development Services SMITH N/A

SUMMARY

David Denbow with 740 Sports Park LLC is proposing an On-Site Sewage System to serve two baseball fields and facility building. There is currently a single-family residence with its own onsite sewage facility that will remain on the property. This 17.0518-acre tract of land is out of the Philip A Smith Survey and is served by a public water supply. The system designer, Greg Nesbitt, R.S., has designed a standard treatment system. After treatment, the effluent will be dispersed via low pressure pipe into chambers for a maximum daily rate of 460 gallons.

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AGENDA ITEM

Authorize the County Judge to accept the Annual 2020 Wildlife Management Activities Report for the Gay Ruby Dahlstrom Nature Preserve.



LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:



T. CRUMLEY JONES N/A

SUMMARY

This report is prepared by Plateau Land & Wildlife Management and submitted to the Hays County Tax Appraiser for the Gay Ruby Dahlstrom Nature Preserve. The report outlines all wildlife activities and practices on the property for Open Space Agricultural Valuation for the reporting year 2020. Attachment: 2020 Annual Report

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AGENDA ITEM

Ratify the acceptance of law enforcement and janitorial supplies, valued at $355.39 from Bob Barker and amend the budget accordingly.



LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:




SUMMARY

The S.O. received 20 each mace holders and one disinfectant care kit from Bob Barker. The mace holders will be issued to the Strike Team and value at $12.95 each, a total donation of $259.00. The disinfectant care kit will remain in inventory and is valued at $96.39, bringing the overall donation total to $355.39. Budget Amendment Increase Contributions 001-618-00.4610 Increase Law Enforcement Supplies 001-618-00.5206 Increase Janitorial Supplies 001-618-00.5208

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AGENDA ITEM

Ratify the acceptance of a $355.00 donation to the Sheriff's Office Crime Victim's Assistance program and amend the budget accordingly.



LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:




SUMMARY

On 4-13-21, the Court approved a donation to the Sheriff's Office Crime Victim's Program of $500.00. The donation was used to partially fund purchases for volunteer shirts, totaling $854.25. The additional funds needed to complete the purchase were donated by various volunteers. The Sheriff's Office is requesting the acceptance of the donations from Crime Victim volunteers for the additional funds needed. Budget Amendment Increase Contributions 001-618-99-899.4610 $355.00 Increase General Supplies 001-618-99-899.5201 $355.00

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AGENDA ITEM

Authorize payment to Lower Colorado River Authority of $572.00 for radio cables where no purchase order was in place as per the County Policy.


CONSENT June 1, 2021 $572.00

LINE ITEM NUMBER

001-618-00.5206 Law Enforcement Supplies

AUDITOR USE ONLY

AUDITOR COMMENTS:




SUMMARY

The vehicle maintenance shop inadvertently placed two separate orders for radio cables with the LCRA, and a purchase order was not in place at the time of each order. The S.O. is requesting payment to the LCRA for $572.00. Funding for communication equipment is available in the S.O. Law Enforcement Supplies general ledger.

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AGENDA ITEM

Authorize the selection of WSB and Associates to perform route studies in relation to various proposed Transportation Plan facilities and authorize staff and counsel to negotiate a contract.


CONSENT June 1, 2021 TBD

LINE ITEM NUMBER

TBD

AUDITOR USE ONLY

AUDITOR COMMENTS:



Jerry H. Borcherding JONES N/A

SUMMARY

As development continues to increase at a high rate in Precinct 2, it is critical for studies to be performed to identify right-of-way needs for future transportation facilities or expansions.

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AGENDA ITEM

Authorize the Jail to add a telephone allowance effective June 1, 2021, to the Inmate Program Director slot number. .


CONSENT June 1, 2021 $180.00

LINE ITEM NUMBER

001-618-03.5194 Telephone Allowance

AUDITOR USE ONLY

AUDITOR COMMENTS:



Sheriff Gary Cutler SHELL N/A

SUMMARY

The Jail is requesting approval to add a cell phone allowance to the Inmate Program Director position. This position will engage with civilians and community members to solicit their aid with inmate programs. Doing so will require him to be out in the community, contact jail supervision, and communicate with prospective volunteers in the Travis, Hays, Caldwell, and Guadalupe County area. No amendment is needed; funding is available in the Jail 001-618-03.5194 Telephone Allowance general ledger.

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AGENDA ITEM

Approve out of state travel, utilizing the Sheriff's Office Continuing Education Funds, for Criminal Investigations Division Lieutenant Michael Briggs to attend the National Homeland Security Conference on August 30-September 2, 2021 in Las Vegas, Nevada.


CONSENT June 1, 2021 $2,500.00

LINE ITEM NUMBER

001-618-00.5551

AUDITOR USE ONLY

AUDITOR COMMENTS:



CUTLER SHELL N/A

SUMMARY

Out-of-state travel is needed to send Lt. Micael Briggs to attend the National Homeland Security Conference on August 30-September 2, 2021, in Las Vegas, Nevada. The National Homeland Security Conference brings together professionals in Homeland Security, Law Enforcement, Fire, and Emergency Management. They include officials in federal agencies, nonprofit agencies, business owners, universities, and decision-makers to learn about emerging trends in homeland security and see the new equipment and technology available to support their mission. Funding for registration, per diem, and travel expenses, including hotel and airfare, will initially be paid for by the Sheriff’s Office Continuing Education Fund. The Austin Regional Intelligence Center will reimburse the Sheriff’s Office for all fees expensed. DRAFT




AGENDA ITEM

Approve out of state travel, utilizing the Sheriff's Office Continuing Education Funds, for Emergency Communications Officer Denise Lewis to attend the Navigator Conference on July 13-15, 2021 in Las Vegas, Nevada.


CONSENT June 1, 2021 $300.00

LINE ITEM NUMBER

001-618-00.5551

AUDITOR USE ONLY

AUDITOR COMMENTS:



CUTLER SHELL N/A

SUMMARY

Out-of-state travel is needed to send Emergency Communications Officer Denise Lewis to attend the Navigator Conference on July 13-15, 2021, in Las Vegas, Nevada. Navigator is the leading conference for Emergency Medical Dispatch, Emergency Fire Dispatch, and Emergency Police Dispatch protocols. The Sheriff's Office Communications Division is certified in and utilizes two of the three protocols. This conference allows agencies worldwide to come together and learn new advancements with software, training, hiring, and team building, just among a few topics. Funding for registration and travel expenses, including airfare and hotel, will be paid for by the Capital Area Council of Governments (CAPCOG). Per diem fees will be paid for by the Sheriff's Office Continuing Education Fund. DRAFT




AGENDA ITEM

Authorize the Hays County Constable, Pct. 4 Office to enter into a State Plan of Operation Agreement with the State of Texas to receive certain excess Department of Defense (DOD) property under the Law Enforcement Support Office (1033/LESO) Program administered by the Defense Logistics Agency (DLA).


CONSENT June 1, 2021 0.00

LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:



Ron Hood, Constable, Pct. 4 SMITH N/A

SUMMARY

Agreement between Hays County and the Defense Logistics Agency is included as back-up

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AGENDA ITEM

Authorize On-Site Sewage Facility Permit for the relocation of a drain field for an office and self-storage units at 5500 W. US 290, Dripping Springs, Texas 78620.



LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:



Marcus Pacheco, Interim Director of Development Services SMITH N/A

SUMMARY

Trevor Cutler with Toy Box Self Storage LLC is proposing an On-Site Sewage System to serve an office for a 5 warehouse self-storage facility. Lot 1 of Booky T Subdivision is a 5.93-acre lot of land, served by a rainwater collection system. The onsite sewage facility designer, Greg Nesbitt, R.S., has designed a standard treatment system. After treatment, the effluent will be dispersed via low pressure pipe for a maximum daily rate of 24 gallons.

DRAFT




AGENDA ITEM

Authorize the Hays County Sheriff's Office to enter into a State Plan of Operation Agreement with the State of Texas to receive certain excess Department of Defense (DOD) property under the Law Enforcement Support Office (1033/LESO) Program administered by the Defense Logistics Agency (DLA).


CONSENT June 1, 2021 0.00

LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:



Sheriff Cutler SMITH N/A

SUMMARY

Agreement between Hays County and the Defense Logistics Agency is included as back-up

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AGENDA ITEM

Authorize the Juctice of the Peace Pct. 4 Office to purchase one replacement OptiPlex 7090 Desktop Computer valued at $1,060.32 utilizing the Jusctice Court Technology Fund and amend the budget accordingly.


CONSENT June 1, 2021 $1,061

LINE ITEM NUMBER

112-629-00.5712_400

AUDITOR USE ONLY

AUDITOR COMMENTS:



Judge John Burns SMITH N/A

SUMMARY

The JP4 Office is requesting approval to purchase one replacement computer for the Justice of the Peace office. The current computer is malfunctiong and no longer under warranty or repairable. Funds are available within the JP Technology Fund for this purchase. No General Funds are required. Attachments: Dell Technologies Quote #3000086042550.1 DIR #TX DIR-TSO-3763 Contract #C000000006841 Budget Amendment: Decrease Data Supplies: 112-629-00.5202 Increase Computer_Ops: 112-629-00.5712_400 DRAFT

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DRAFT

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;-6$Ȁ @Ȁ


DRAFT




AGENDA ITEM

Authorize the Hays County Office of Emergency Services to pay Water & Earth Technologies to preform repairs at SCSS3.


CONSENT June 1, 2021 $2,926.00

LINE ITEM NUMBER

001-656-00-5411

AUDITOR USE ONLY AUDITOR COMMENTS:



Mike Jones INGALSBE N/A

SUMMARY

The riser pipe and pressure transducer at SCSS 3 were damaged by a mower on April 1st around 10:15 AM. The top tee of the riser pipe was broken off of the riser pipe and the pressure transducer cable and sensor were severed by the mower blades. The standpipe was also dented by a mower but is still functional at the moment. Water & Earth Technologies, Inc. (WET) will replace the damaged riser pipe and pressure transducer to get the station operational again. WET will also install protective posts around the riser pipe and standpipe to prevent future damage by mowers.

DRAFT

Quotation XPHC029-1

Federal Tax Identification No. 84-1440328Prepared for: Quote Valid Thru 06/26/2021Hays County - Office of Emergency ServicesAttn: Brandon High Prepared by: Erik Carlson2171 Yarrington Road Water & Earth Technologies, Inc.San Marcos, TX 78666 1225 Red Cedar Circle, Unit A512-393-7300 Fort Collins, CO [email protected] Phone (970) 225-6080

email: [email protected]

Quote Title: SCSS Dam 3 PT & Riser Pipe Replacement

Item Description Model No. Unit Price Qty Amount

CS451 785.00$ 1 785.00$ 40.00$ 1 40.00$

130.00$ 1 130.00$ 689930 60.00$ 3 180.00$

G1108825 5.00$ 6 30.00$ 6.00$ 1 6.00$

169765 5.50$ 10 55.00$ 1,226.00$

Labor Description Amount

Install new riser pipe, PT & protective posts 1,700.00$ 1,700.00$

2,926.00$

Thank you for your consideration!

Stainless-Steel Pressure TransducerShipping

2" x 10 ft Galvanized Pipe for Protective Posts2" Galvanized Cap

Labor Total

Items Total

Yellow Spray PaintConcrete

New Riser Pipe Parts

04/27/2021

Quote InformationThe riser pipe and pressure transducer at SCSS 3 were damaged by a mower on April 1st around 10:15 AM. The top tee of the riser pipe was broken off of the riser pipe and the pressure transducer cable and sensor were severed by the mower blades.. The standpipe was also dented by a mower, but is still functional at the moment. Water & Earth Technologies, Inc. (WET) will replace the damaged riser pipe and pressure transducer to get the station operational again. WET will also install protective posts around the riser pipe and standpipe to prevent future damage by mowers.

Total Cost DRAFT




AGENDA ITEM

Authorize the Local Health Department to utilize travel & training savings for additional office and data processing supplies and amend the budget accordingly.


CONSENT June 1, 2021 $3,250

LINE ITEM NUMBER

120-675-00]

AUDITOR USE ONLY

AUDITOR COMMENTS:



T. CRUMLEY INGALSBE N/A

SUMMARY

Due to strict travel and gathering guidelines, the Health Department staff have not been able to utilize the Continuing Education or Travel funds that were allocated during the FY21 budget process. The Director is requesting court approval to utilize these funds to replace worn out keyboard & mouse combos, general office supplies, and desk chairs. Budget Amendment: Decrease 120-675-00.5501 Travel ($250) Decrease 120-675-00.5551 Continuing Education ($500) Increase 120-675-00.5202 Data Processing Supplies $750 Decrease 120-675-00.5551 Continuing Education ($2,500) Increase 120-675-00.5211 Office Supplies $2,500 DRAFT




AGENDA ITEM

Receive Annual Road Reports for each Precinct as required by the Texas Transportation Code Sect 251.005.


CONSENT June 1, 2021 $0

LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:



Jerry Borcherding INGALSBE N/A

SUMMARY

Sec. 251.005 Commissioner's Road Report (a) A county commissioner serving as a road supervisor shall make a sworn annual report during the ninth month of the county fiscal year on a form approved by the commissioners court showing: (1) the condition of each road or part of a road and of each culvert and bridge in the commissioner's precinct; (2) the amount of money reasonably necessary for maintenance of the roads in the precinct during the next county fiscal year; (3) the number of traffic control devices in the precinct defaced or torn down; (4) any new road that should be opened in the precinct; and (5) any bridges, culverts, or other improvements necessary to place the roads in the precinct in good condition, and the probable cost of the improvements. (b) The report shall be entered in the minutes of the Commissioner's court to be considered in improving public roads and determining the amount of taxes imposed for public roads. (c) The report shall be submitted, together with each contract made by the court since its last report for any work on any road, to the grand jury at the first term of the district court occurring after the report is made to the commissioner's court. Acts 1995, 74th Leg., ch. 165, Sec. 1, eff. Sept. 1, 1995. Amended by Acts 1997, 75th Leg., ch. 621, Sec. 1, eff. June 11, 1997; Acts 1997, 75th Leg., ch 917, Sec. 1, eff. Sept. 1, 1997.

DRAFT

June 1, 2021

(a)(1)

Overall Road Overall Bridge

Condition Rating Cause of Bridge or Inspection RatingPrecinct Route Subdivision (100-pt. scale) Damage Culvert Type (TxDOT: 8-pt. scale)

1 ANDERSON ACRES LANE ANDERSON ACRES 96 Normal wear & tear1 ANDREWS CROSSING 88.5 Normal wear & tear1 BEBACK INN ROAD (CR270) 77 Normal wear & tear1 BEBEE ROAD (CR122)(PCT 1) 81 Normal wear & tear1 BOGIE DRIVE QUAIL HOLLOW 93.5 Normal wear & tear1 BRANCH VIEW DRIVE BRANCHVIEW ADDITION 96 Normal wear & tear1 BREEZY CIRCLE GOFORTH VILLAGE 96 Normal wear & tear1 BUNTON LANE (CR151)(PCT. 1) 88.5 Normal wear & tear1 CENTERPOINT ROAD (CR234)(PCT. 1) 74.5 Normal wear & tear 10 - 8'x5' precast concrete multiple box culverts 61 CENTERVIEW DRIVE EAGLEPOINT 93.5 Normal wear & tear1 CERRO VISTA DRIVE HILLSIDE VILLAGE 91 Normal wear & tear1 CHERRY BLOSSOM COURT NORTHPOINT 96 Normal wear & tear1 COFFEE ROAD POSEY ROAD RANCH ESTATES 88.5 Normal wear & tear1 COUNTY ROAD 158 86 Normal wear & tear1 COUNTY ROAD 202 91 Normal wear & tear1 CREST CIRCLE DRIVE SOUTHRIDGE ESTATES 83.5 Normal wear & tear1 CRESTMONT LANE HIGH MEADOWS 89.5 Normal wear & tear1 DEDEKE PLACE RIVER HILLS 91 Normal wear & tear1 DOVE LANE DOVE HILL ESTATES 86 Normal wear & tear1 DRUE DRIVE (CR203) 86 Normal wear & tear1 EL CAMINO WAY 86 Normal wear & tear1 FAIRVIEW ROAD THE FARMS 83.5 Normal wear & tear1 FORD ROAD POSEY ROAD RANCH ESTATES 88.5 Normal wear & tear1 FRANCIS HARRIS LANE (CR265) 76 Normal wear & tear1 GARDEN WAY NORTHPOINT 96 Normal wear & tear1 GRANDVIEW EAGLEPOINT 80.5 Normal wear & tear1 GRASSLAND LANE HIGH MEADOWS 89.5 Normal wear & tear1 GREEN LEAF NORTHPOINT 96 Normal wear & tear1 HARRIS HILL ROAD (CR160) 91 Normal wear & tear1 HEIDENREICH LANE (CR152)(PCT. 1) 83.5 Normal wear & tear 3-simple-span prestressed concrete slab beam bridge 71 HIGH MEADOWS LANE HIGH MEADOWS 88 Normal wear & tear1 HORACE HOWARD DRIVE 96 Normal wear & tear1 KRISTEN DRIVE HIGH MEADOWS SECT 3 - AVERY PARK 96 Normal wear & tear1 LIGUSTRUM COURT NORTHPOINT 96 Normal wear & tear1 LOVELADY LANE 69.5 Normal wear & tear1 MARIAH DRIVE (PCT. 1) GOFORTH VILLAGE 91 Normal wear & tear1 MCCARTY LANE EAST (CR233)(PCT. 1) 86 Normal wear & tear1 MICHELLE COVE HIGH MEADOWS SECT 3 - AVERY PARK 96 Normal wear & tear1 MILITARY DRIVE SUNNY ACRES 96 Normal wear & tear1 MILO WAY HIGH MEADOWS 91 Normal wear & tear1 MOCKINGBIRD LANE DOVE HILL ESTATES 88.5 Normal wear & tear1 NORTHPOINT DRIVE NORTHPOINT 84.5 Normal wear & tear1 OLD BASTROP HIGHWAY (CR266) 69.5 Normal wear & tear 2-simple-span prestressed concrete slab beam bridge 71 OLD MARTINDALE ROAD (CR295) 83 Normal wear & tear 4-simple-span prestressed concrete slab beam bridge 61 PALOMINO ROAD (CR124) 82 Normal wear & tear1 PARK DRIVE SOUTHRIDGE ESTATES 86 Normal wear & tear1 PARK SOUTH DRIVE PARK SOUTH 87 Normal wear & tear1 PAULS DRIVE SOUTHRIDGE ESTATES 82 Normal wear & tear1 PEACH BLOSSOM COURT NORTHPOINT 96 Normal wear & tear1 PICASSO DRIVE RIVER HILLS 86 Normal wear & tear1 POSEY ROAD (CR235)(PCT. 1) 83.5 Normal wear & tear1 POST ROAD EAST 65 Normal wear & tear1 QUAIL COVE (DOVE HILL ESTATES)(PCT. 1) DOVE HILL ESTATES 88.5 Normal wear & tear1 RATTLER ROAD 93.5 Normal wear & tear1 RAYMOND DRIVE HIGH MEADOWS SECT 3 - AVERY PARK 96 Normal wear & tear1 RED BIRD TRAIL DOVE HILL ESTATES 88.5 Normal wear & tear1 REDWOOD ROAD (CR232) 76 Normal wear & tear1 RIDGEMONT LANE HIGH MEADOWS 91 Normal wear & tear1 RIVER HILLS DRIVE RIVER HILLS 83.5 Normal wear & tear1 ROCK COVE GOFORTH VILLAGE 96 Normal wear & tear1 ROSEWOOD NORTHPOINT 96 Normal wear & tear1 RUIZ STREET RIVER HILLS 93.5 Normal wear & tear1 SEA COVE GOFORTH VILLAGE 96 Normal wear & tear1 SHERAN COVE HIGH MEADOWS SECT 3 - AVERY PARK 96 Normal wear & tear1 SIEBERT DRIVE HIGH MEADOWS SECT 3 - AVERY PARK 96 Normal wear & tear1 SOECHTING ROAD 71 Normal wear & tear1 SOUTHPOINT DRIVE NORTHPOINT 96 Normal wear & tear1 SUNRISE CIRCLE (CR333) SUNRISE ACRES 88.5 Normal wear & tear1 SUNRISE DRIVE (CR331) SUNRISE ACRES 88.5 Normal wear & tear1 SWALLOW COURT DOVE HILL ESTATES 91 Normal wear & tear1 TERRY COVE HIGH MEADOWS SECT 3 - AVERY PARK 96 Normal wear & tear1 TUMBLEWEED TRAIL GOFORTH VILLAGE 96 Normal wear & tear1 UHLAND ROAD (CR161) 91 Normal wear & tear1 VALLEY ACRES DRIVE 96 Normal wear & tear1 VIEWPOINT DRIVE EAGLEPOINT 91 Normal wear & tear1 WALKER ROAD POSEY ROAD RANCH ESTATES 88.5 Normal wear & tear1 WHEATFIELD WAY HIGH MEADOWS 91 Normal wear & tear1 WHISPER CIRCLE GOFORTH VILLAGE 96 Normal wear & tear1 WINDY HILL ROAD (CR131)(PCT. 1) 82.5 Normal wear & tear1 WINDY HOLLOW LANE GOFORTH VILLAGE 96 Normal wear & tear1 YARRINGTON ROAD (CR159) 86 Normal wear & tear1 YORK CREEK ROAD (CR262)(PCT. 1) 86 Normal wear & tear

2 ADOQUIN TRAIL STONEFIELD 96 Normal wear & tear2 ALABASTER DRIVE STONEFIELD 96 Normal wear & tear2 ALBATROSS COVE SHADOW CREEK 88.5 Normal wear & tear2 ANNA DRIVE GREEN PASTURES 64.5 Normal wear & tear2 ANTELOPE PLAINS ROAD SHADOW CREEK 88.5 Normal wear & tear2 APPALOOSA WAY APPALOOSA ACRES 82.5 Normal wear & tear2 APPLE BLOSSOM DRIVE 88.5 Normal wear & tear2 APPLETON COURT HUNTINGTON ESTATES 92.5 Normal wear & tear2 APPLEWOOD DRIVE RIM ROCK 95 Normal wear & tear2 ARBOR CANYON PASS RIM ROCK 95 Normal wear & tear2 ARBOR TRAIL HAYS COUNTRY OAKS 87.5 Normal wear & tear2 ARMADILLO TRACE MARLBORO COUNTRY 99 Normal wear & tear

COMMISSIONER'S ROAD REPORT - FY 2021

Texas Transportation Code: Sec. 251.005

DRAFT

2 ASTER COVE COVES OF CIMARRON 89 Normal wear & tear2 AVOCET DRIVE LEISUREWOODS 71 Normal wear & tear2 AZALEA CIRCLE COVES OF CIMARRON 89 Normal wear & tear2 BEACON HILL ROAD (CR146) 80 Normal wear & tear2 BELINDA LANE 87 Normal wear & tear2 BENT TREE COURT BENT TREE ESTATES 79.5 Normal wear & tear2 BERMUDA LANE COVES OF CIMARRON 89 Normal wear & tear2 BERRY COURT BENT TREE ESTATES 73 Normal wear & tear2 BIG SANDY DRIVE MEADOW VISTA 96 Normal wear & tear2 BILL KUYKENDALL ROAD HAYS CITY ESTATES 97 Normal wear & tear2 BITTERN CIRCLE LEISUREWOODS 71 Normal wear & tear2 BLACK CAP RUN SHADOW CREEK 91 Normal wear & tear2 BLACK FOREST ROAD SHADOW CREEK 88.5 Normal wear & tear2 BLACKBIRD LANE ROLLING HILLS 79 Normal wear & tear2 BLACKSTONE COVE RIM ROCK 95 Normal wear & tear2 BLISS SPILLAR ROAD (CR224) 78 Normal wear & tear2 BLOSSOM VALLEY STREAM MEADOWS AT BUDA 88.5 Normal wear & tear2 BLUE BELL CIRCLE MEADOW WOODS 97 Normal wear & tear2 BLUE JAY STREET ROLLING HILLS 87 Normal wear & tear2 BLUE SAGE MEADOW WOODS 92 Normal wear & tear2 BLUEBIRD DRIVE CHAPARRAL PARK 87.5 Normal wear & tear2 BLUEBONNET WAY GREEN PASTURES 86 Normal wear & tear2 BLUFF WOODS DRIVE RIM ROCK 95 Normal wear & tear2 BOBWHITE CIRCLE DOVE HOLLOW ESTATES 97 Normal wear & tear2 BONANZA STREET THE RANCH @PORTER CREEK 81 Normal wear & tear2 BONNETT MEADOW COVE RIM ROCK 95 Normal wear & tear2 BOXCAR PATH GREAT HILLS 88.5 Normal wear & tear2 BRANDONS WAY SHADOW CREEK 88.5 Normal wear & tear2 BRANGUS ROAD RUTHERFORD WEST 95 Normal wear & tear2 BRECCIA COVE STONEFIELD 96 Normal wear & tear2 BRIDGES LANE MARLBORO COUNTRY 99 Normal wear & tear2 BRIDLE PATH (APPALOOSA ACRES) APPALOOSA ACRES 87 Normal wear & tear2 BRISTLECONE DRIVE RIM ROCK 95 Normal wear & tear2 BROOK COVE WOODBROOK 82 Normal wear & tear2 BUCKWHEAT PASS COVES OF CIMARRON 89 Normal wear & tear2 BUFFALO PASS CIRCLE N RANCH 96 Normal wear & tear2 BUFFLEHEAD STREET CROSSHOUSE RANCH ESTATES 94 Normal wear & tear2 BUTTERCUP CIRCLE MEADOW WOODS 97 Normal wear & tear2 BUTTERCUP TRAIL COVES OF CIMARRON 89 Normal wear & tear2 CALDERON STREET BRUSHY CREEK 83.5 Normal wear & tear2 CALLE ALTA ROAD MARTINEZ ADDITION 88.5 Normal wear & tear2 CALM WATER COVE RIM ROCK 95 Normal wear & tear2 CANVASBACK DRIVE LEISUREWOODS 71 Normal wear & tear2 CANYON WREN DRIVE LEISUREWOODS 66 Normal wear & tear2 CARACARA DRIVE LEISUREWOODS 71 Normal wear & tear2 CARDINAL DRIVE CHAPARRAL PARK 94 Normal wear & tear2 CARPENTER LANE 90.5 Normal wear & tear2 CATTLE BEND CIRCLE N RANCH 96 Normal wear & tear2 CATTLEMAN DRIVE SOUTHWEST TERRITORY 99 Normal wear & tear2 CHAPARRAL ROAD CHAPARRAL PARK 84 Normal wear & tear 7 - 10'x7' precast concrete multiple box culverts 82 CHRISTOPHER DRIVE GREEN PASTURES 88.5 Normal wear & tear2 CIRCLE DRIVE (PCT. 2) HILLSIDE TERRACE 36 Normal wear & tear2 CLEAR WATER PATH MEADOWS AT BUDA 96 Normal wear & tear2 CLOVERLEAF COVE COVES OF CIMARRON 89 Normal wear & tear2 COACH DRIVE SHADOW CREEK 88.5 Normal wear & tear2 CODY LANE GOFORTH ESTATES 86 Normal wear & tear2 COLD SPRING MEADOWS AT BUDA 91 Normal wear & tear2 COLE SPRINGS ROAD (CR148) 93 Normal wear & tear2 CONNECTOR ROAD GREEN PASTURES 91 Normal wear & tear2 COPPER HILLS DRIVE COPPER HILLS 99 Normal wear & tear2 COPPERLEAF TRAIL COPPER HILLS 99 Normal wear & tear2 COPPERPLACE DRIVE COPPER HILLS 99 Normal wear & tear2 CORAL STONE TRAIL STONEFIELD 96 Normal wear & tear2 CORONADO LANE CORONADO HILLS 76 Normal wear & tear2 COTTON GIN ROAD (CR129) 74.5 Normal wear & tear2 COUNTRY LANE (PCT. 2) GREEN PASTURES 83.5 Normal wear & tear2 COUNTRY OAKS DRIVE HAYS COUNTRY OAKS 87.5 Normal wear & tear2 COYOTE HOLLOW CIRCLE N RANCH 96 Normal wear & tear2 CREEKS LANDING DRIVE CREEKS LANDING 70.5 Normal wear & tear2 CRESTHILL CAUSEWAY GREEN PASTURES 81 Normal wear & tear2 CRYSTAL CITY CREEK MEADOWS AT BUDA 96 Normal wear & tear2 CRYSTAL CREEK DRIVE CIMARRON PARK 85.5 Normal wear & tear2 CRYSTAL MEADOW DRIVE NEW PCT 2 BUILDING ROAD 95.5 Normal wear & tear2 DACY LANE (CR205)(PCT. 2) 84.5 Normal wear & tear2 DAIRY ROAD (CR151) 79.5 Normal wear & tear2 DANDY DRIVE SUNFIELD 91 Normal wear & tear2 DARK HORSE LANE SHADOW CREEK 88.5 Normal wear & tear2 DARRYL DRIVE CIMARRON PARK 81.5 Normal wear & tear2 DAYBREAK COVE COVES OF CIMARRON 89 Normal wear & tear2 DAYWOOD DRIVE SAVANNAH RIDGE 90 Normal wear & tear2 DENISE ELLEN DRIVE HILLSIDE TERRACE 86 Normal wear & tear2 DEPOT DRIVE GREAT HILLS 88.5 Normal wear & tear2 DESERT EAGLE SHADOW CREEK 91 Normal wear & tear2 DESERT SPRINGS COVE SHADOW CREEK 91 Normal wear & tear2 DESTINY DRIVE COTTONWOOD HOLLOW 82 Normal wear & tear2 DEWBERRY COVE COVES OF CIMARRON 89 Normal wear & tear2 DIAMONDBACK COVE SHADOW CREEK 86 Normal wear & tear2 DIAMONDWOOD COURT RIM ROCK 95 Normal wear & tear2 DICKERSON ROAD GREEN PASTURES 81 Normal wear & tear2 DODGEN TRAIL (CR155) MARLBORO COUNTRY 96.5 Normal wear & tear2 DOGWOOD TRAIL GREEN PASTURES 87.5 Normal wear & tear2 DOLOMITE DRIVE STONEFIELD 96 Normal wear & tear2 DOVE DRIVE (CHAPARRAL PARK) CHAPARRAL PARK 94 Normal wear & tear2 DOVE DRIVE (COVES OF CIMARRON) COVES OF CIMARRON 84 Normal wear & tear2 DOVE HOLLOW DRIVE DOVE HOLLOW ESTATES 91 Normal wear & tear2 DOVE NEST CIRCLE DOVE HOLLOW ESTATES 90.5 Normal wear & tear2 DOWITCHER CIRCLE LEISUREWOODS 71 Normal wear & tear2 DRAGON RIDGE ROAD SHADOW CREEK 91 Normal wear & tear2 DRYDEN LANE HUNTINGTON ESTATES 95 Normal wear & tear2 DRYDEN LANE SOUTH HUNTINGTON ESTATES 92.5 Normal wear & tear2 DUCHESS PASS GREAT HILLS 88.5 Normal wear & tear2 DUNLAP CIRCLE COTTONWOOD HOLLOW 87 Normal wear & tear2 DUNLIN DRIVE LEISUREWOODS 71 Normal wear & tear2 EAGLE BROOK LANE SHADOW CREEK 88.5 Normal wear & tear2 EAGLE NEST DRIVE CIMARRON PARK 79.5 Normal wear & tear2 ECHO COVE CIMARRON PARK 86.5 Normal wear & tear2 EDGEWOOD DRIVE CIMARRON PARK 81.5 Normal wear & tear2 ELLIOTT RANCH ROAD HAYS COUNTRY OAKS 86.5 Normal wear & tear

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2 ELM GROVE LANE 91.5 Normal wear & tear2 ENGELKE ROAD (CR300) 81.5 Normal wear & tear2 EWALD DRIVE OAKMONT ESTATES 96 Normal wear & tear2 FIAT COURT GREAT HILLS 88.5 Normal wear & tear2 FIRE CRACKER DRIVE SUNFIELD 88.5 Normal wear & tear2 FIREFLY COVE COVES OF CIMARRON 89 Normal wear & tear2 FLAGSTONE TRAIL STONEFIELD 96 Normal wear & tear2 FLICKER CIRCLE CROSSHOUSE RANCH ESTATES 94 Normal wear & tear2 FLINT ROCK LOOP RIM ROCK 85 Normal wear & tear2 FOSSILSTONE TRAIL STONEFIELD 96 Normal wear & tear2 FOSTER PLACE (CR125) 86 Normal wear & tear2 FOX HOLLOW COVES OF CIMARRON 89 Normal wear & tear2 FOXGLOVE DRIVE VILLAGE AT MEADOW WOODS 97 Normal wear & tear2 FRIENDSHIP ROAD DOVE HOLLOW ESTATES 97 Normal wear & tear2 GARISON ROAD (CR236) 86 Normal wear & tear2 GOFORTH ROAD (CR157)(PCT. 2) 86 Normal wear & tear2 GOLDEN COVE SAVANNAH RIDGE 90 Normal wear & tear2 GOLDENEYE CIRCLE LEISUREWOODS 71 Normal wear & tear2 GRAEF ROAD (CR302) 81 Normal wear & tear2 GREEN PASTURES DRIVE GREEN PASTURES 81 Normal wear & tear2 GREENFIELD ROAD GREEN PASTURES 79.5 Normal wear & tear2 GREENHILL COURT BENT TREE ESTATES 77 Normal wear & tear2 GRIST MILL ROAD (CR153) 83.5 Normal wear & tear2 GROVE LANE SHADY GROVE 84 Normal wear & tear2 GUNSMITH DRIVE SOUTHWEST TERRITORY 99 Normal wear & tear2 HARDIN LOOP (CR311) 92.5 Normal wear & tear2 HATTERS COVE 84 Normal wear & tear2 HAWK DRIVE COPPER HILLS 94 Normal wear & tear2 HAWTHORNE LOOP RIM ROCK 95 Normal wear & tear2 HAYS YOUTH DRIVE 83 Normal wear & tear2 HAZELNUT COURT RIM ROCK 95 Normal wear & tear2 HAZY SUNSHINE WAY SUNFIELD 91 Normal wear & tear2 HEARTWOOD COVE RIM ROCK 95 Normal wear & tear2 HEIDENREICH LANE (CR152)(PCT. 2) 91 Normal wear & tear 2 - 9'x6' precast concrete multiple box culverts 72 HERON DRIVE SHADOW CREEK 88.5 Normal wear & tear2 HIGH ROAD (CR127)(PCT. 2) 62 Normal wear & tear2 HIGH ROAD (CR127)(PCT..2) GREEN PASTURES 62 Normal wear & tear2 HILLSIDE DRIVE (PCT. 2) HILLSIDE TERRACE 88.5 Normal wear & tear2 HILLSIDE TERRACE (CR133) 51 Normal wear & tear 3 - 7'x4' precast concrete multiple box culverts 72 HOFFMAN DRIVE HILLSIDE TERRACE 90 Normal wear & tear2 HONEY GROVE MEADOWS AT BUDA 96 Normal wear & tear2 HONEY LOCUST COURT RIM ROCK 95 Normal wear & tear2 HOPE POND VALLEY MEADOWS AT BUDA 91 Normal wear & tear2 HOT SPRING VALLEY MEADOWS AT BUDA 76 Normal wear & tear2 HOWARD LANE ROLLING HILLS 69 Normal wear & tear2 HUBER LANE HUBER ESTATES 79.5 Normal wear & tear2 HUMMINGBIRD ROAD CHAPARRAL PARK 86.5 Normal wear & tear2 HUNT LANE CIMARRON PARK 80.5 Normal wear & tear2 HUNTER CREEK COVE SHADOW CREEK 91 Normal wear & tear2 HY ROAD (CR147) MARLBORO COUNTRY 96.5 Normal wear & tear2 INA COURT HIDDEN OAKS 92 Normal wear & tear2 INDIAN CREEK ROAD INDIAN CREEK RANCH 93 Normal wear & tear2 JACK RABBIT LANE SHADOW CREEK 88.5 Normal wear & tear2 JANETTE DRIVE HIDDEN OAKS 92 Normal wear & tear2 JANZET DRIVE GREEN PASTURES 86 Normal wear & tear2 JASPER TRAIL STONEFIELD 96 Normal wear & tear2 JENNIFER DRIVE GREEN PASTURES 86 Normal wear & tear2 JERRYS LANE (CR143) HAYS COUNTRY OAKS 85 Normal wear & tear2 JIMMY COURT GREAT HILLS 88.5 Normal wear & tear2 JOE ROBINSON DRIVE CREEKS LANDING 74.5 Normal wear & tear2 JOHNNY HALL DRIVE HIDDEN OAKS 92 Normal wear & tear2 KAI VISTA DRIVE 85 Normal wear & tear2 KELLER COURT HUBER ESTATES 79.5 Normal wear & tear2 KELLY SMITH LANE (CR149) 81 Normal wear & tear2 KILDEER DRIVE LEISUREWOODS 71 Normal wear & tear2 KINGLET CIRCLE LEISUREWOODS 71 Normal wear & tear2 KINGS RIDGE DRIVE SHADOW CREEK 88.5 Normal wear & tear2 KNOX DRIVE HILLSIDE TERRACE 87.5 Normal wear & tear2 LAKELAND DRIVE GREEN PASTURES 91 Normal wear & tear2 LAKEWOOD DRIVE (CR307) CIMARRON PARK 81.5 Normal wear & tear 3-simple-span prestressed concrete I-beam bridge 72 LAMBS TRAIL MARLBORO COUNTRY 99 Normal wear & tear2 LANES LANE BRUSHY CREEK 83.5 Normal wear & tear2 LANTANA TRAIL COVES OF CIMARRON 89 Normal wear & tear2 LARKSPUR LANE COVES OF CIMARRON 86.5 Normal wear & tear2 LAUREL COVE COVES OF CIMARRON 86.5 Normal wear & tear2 LAUREL PATH CIMARRON PARK 86.5 Normal wear & tear2 LAVENDER LANE SUNFIELD 91 Normal wear & tear2 LAWNSDALE ROAD GREEN PASTURES 83.5 Normal wear & tear2 LAZY OAK COVE COVES OF CIMARRON 89 Normal wear & tear2 LEISUREWOODS DRIVE LEISUREWOODS 66 Normal wear & tear2 LEWIS LANE CIMARRON PARK 99 Normal wear & tear2 LILAC WAY GREEN PASTURES 44.5 Normal wear & tear2 LINDEN LOOP RIM ROCK 95 Normal wear & tear2 LIVE OAK DRIVE (ALLEGRE MONANTIAL) ALLEGRE MONANTIAL 94 Normal wear & tear2 LIVE OAK LOOP HAYS COUNTRY OAKS 87.5 Normal wear & tear2 LONE TREE HOLLOW MEADOWS AT BUDA 88.5 Normal wear & tear2 LONELY PINE COVE RIM ROCK 95 Normal wear & tear2 LONGHORN LOOP CIRCLE N RANCH 96 Normal wear & tear2 LONGLEY TRACE (AKA OLD FM 1626) 100 Normal wear & tear2 LONGSPUR DRIVE LEISUREWOODS 71 Normal wear & tear2 LONIE LANE (CR128) 67 Normal wear & tear2 LOVE DRIVE HILLSIDE TERRACE 91 Normal wear & tear2 LOW LIMB COVE RIM ROCK 95 Normal wear & tear2 LYNN CREST BEND SUNFIELD 91 Normal wear & tear2 MAGNOLIA BLOSSOM COVE RIM ROCK 95 Normal wear & tear2 MAGNOLIA COVE COVES OF CIMARRON 86.5 Normal wear & tear2 MAIN STREET 91 Normal wear & tear 10 precast concrete box culverts (6 - 7'x4', 4 - 7'x5') 82 MANCHACA SPRINGS ROAD (CR104) 90.5 Normal wear & tear2 MAREK DRIVE HIDDEN OAKS 92 Normal wear & tear2 MARIAH DRIVE (PCT. 2) GOFORTH VILLAGE 91 Normal wear & tear2 MARKS WAY KAI VISTA 86 Normal wear & tear2 MARLEY WAY GREAT HILLS 88.5 Normal wear & tear2 MARLSTONE TRAIL STONEFIELD 96 Normal wear & tear2 MARSH LANE SHADOW CREEK 73.5 Normal wear & tear2 MARTIN CHURCH ROAD (CR121) 83.5 Normal wear & tear2 MARY STREET HILLSIDE TERRACE 87.5 Normal wear & tear2 MATHIAS LANE (CR123) 77 Normal wear & tear2 MAXMILLION LANE SUNFIELD 96 Normal wear & tear2 MAYBROOK COURT HUNTINGTON ESTATES 92.5 Normal wear & tear

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2 MAYBROOK DRIVE HUNTINGTON ESTATES 92.5 Normal wear & tear2 MCKINNON LOOP (CR310) 96.5 Normal wear & tear2 MEADOW WOODS DRIVE MEADOW WOODS 89.5 Normal wear & tear2 MERCEDES LANE GREAT HILLS 80.5 Normal wear & tear2 MERGANSER STREET CROSSHOUSE RANCH ESTATES 94 Normal wear & tear2 MEYERS ROAD BRUSHY CREEK 82.5 Normal wear & tear2 MILLER LANE (GREEN PASTURES)(PCT. 2) GREEN PASTURES 91.5 Normal wear & tear2 MILLINGTON LANE HUNTINGTON ESTATES 92.5 Normal wear & tear2 MIST COVE GOFORTH VILLAGE 96 Normal wear & tear2 MOCKINGBIRD DRIVE CHAPARRAL PARK 86.5 Normal wear & tear2 MOCKINGBIRD STREET ROLLING HILLS 86 Normal wear & tear2 MONTAGUE DRIVE DOVE HOLLOW ESTATES 90.5 Normal wear & tear2 MONTVALE LANE HUNTINGTON ESTATES 92.5 Normal wear & tear2 MONTZ POINT KAI VISTA 88.5 Normal wear & tear2 MOON STONE TRAIL STONEFIELD 96 Normal wear & tear2 MOONWALKER TRAIL SUNFIELD 91 Normal wear & tear2 MORNING DOVE COURT DOVE HOLLOW ESTATES 90.5 Normal wear & tear2 MOURNING DOVE LANE OAK FOREST 86.5 Normal wear & tear2 NATURE VIEW LOOP RUTHERFORD WEST 95 Normal wear & tear2 NEL COURT HIDDEN OAKS 92 Normal wear & tear2 NODDY ROAD SHADOW CREEK 88.5 Normal wear & tear2 NOPAL LANE COVES OF CIMARRON 89 Normal wear & tear2 NUTHATCH DRIVE LEISUREWOODS 71 Normal wear & tear2 OAK ARBOR TRAIL HAYS COUNTRY OAKS 86.5 Normal wear & tear2 OAK FOREST COVE OAK FOREST 86.5 Normal wear & tear2 OAK FOREST DRIVE (OAK FOREST)(PCT. 2) OAK FOREST 86.5 Normal wear & tear2 OAK GROVE ROAD (PCT. 2) HAYS COUNTRY OAKS 75 Normal wear & tear2 OAK HOLLOW COURT OAK FOREST 86.5 Normal wear & tear2 OAK HOLLOW LANE OAK FOREST 86.5 Normal wear & tear2 OAKWOOD DRIVE HAYS COUNTRY OAKS 85 Normal wear & tear2 OLD BLACK COLONY ROAD (CR147) 94 Normal wear & tear2 OLD BLISS SPILLAR ROAD (CR224) 94 Normal wear & tear2 OLD GOFORTH ROAD (CR119) 81 Normal wear & tear2 OLD SAN ANTONIO ROAD (CR117) 83.5 Normal wear & tear2 OLD SPANISH TRAIL SOUTH (CR305)(PCT. 2) 93.5 Normal wear & tear2 OLD WEST TRAIL OLD WEST TRAILS 86 Normal wear & tear2 ORCHARD HILL TRAIL SUNFIELD 91 Normal wear & tear2 OVERPASS ROAD 86 Normal wear & tear2 PAINTED DESERT LANE SHADOW CREEK 86 Normal wear & tear2 PALOMA CIRCLE DOVE HOLLOW ESTATES 92 Normal wear & tear2 PARADISE MOUNTAIN MEADOWS AT BUDA 78.5 Normal wear & tear2 PASTORAL COVE RIM ROCK 95 Normal wear & tear2 PEACEFUL VALLEY ROAD 79.5 Normal wear & tear2 PEACOCK TRAIL MEADOWS AT BUDA 96 Normal wear & tear2 PEBBLE CREEK LANE SHADOW CREEK 88.5 Normal wear & tear2 PEGGYS COVE KAI VISTA 88.5 Normal wear & tear2 PEGGYS TRAIL KAI VISTA 87.5 Normal wear & tear2 PETRAS COVE KAI VISTA 91 Normal wear & tear2 PETRAS WAY KAI VISTA 84.5 Normal wear & tear2 PHALAROPE DRIVE LEISUREWOODS 71 Normal wear & tear2 PHEASANT RUN CIMARRON PARK 80 Normal wear & tear2 PHOEBE DRIVE LEISUREWOODS 71 Normal wear & tear2 PIN OAK STREET ALLEGRE MONANTIAL 94 Normal wear & tear2 PINAFORE STREET PINAFORE PARK 75 Normal wear & tear2 PINE ARBOL PASS SUNFIELD 91 Normal wear & tear2 PINE POST COVE RIM ROCK 95 Normal wear & tear2 PINE SISKIN DRIVE LEISUREWOODS 68.5 Normal wear & tear2 PINTAIL STREET CROSSHOUSE RANCH ESTATES 94 Normal wear & tear2 PISTACHIO COVE RIM ROCK 95 Normal wear & tear2 PLUM CREEK ROAD NORTH (CR156) 83.2 Normal wear & tear2 PLUM CREEK ROAD SOUTH (CR156) 77 Normal wear & tear2 POND VIEW PASS SUNFIELD 91 Normal wear & tear2 POPPY COVE COVES OF CIMARRON 89 Normal wear & tear2 PORTER CREEK COURT BENT TREE ESTATES 76.5 Normal wear & tear2 POST OAK PATH ALLEGRE MONANTIAL 86.5 Normal wear & tear2 PRAIRIE CIRCLE ROLLING HILLS 81 Normal wear & tear2 PRAIRIE GRASS COVE RIM ROCK 95 Normal wear & tear2 PRAIRIE WIND DRIVE GOFORTH VILLAGE 91 Normal wear & tear2 PRICKLY PEAR PASS COVES OF CIMARRON 86.5 Normal wear & tear2 PRIMROSE VILLAGE AT MEADOW WOODS 92 Normal wear & tear2 PRINCESS JENNIFER DRIVE HIDDEN OAKS 92 Normal wear & tear2 PURE NATURE WAY MEADOWS AT BUDA 96 Normal wear & tear2 QUAIL COVE (CIMARRON PARK)(PCT. 2) CIMARRON PARK 81.5 Normal wear & tear2 QUAIL HILL ROLLING HILLS 87 Normal wear & tear2 QUAIL ROAD CHAPARRAL PARK 86.5 Normal wear & tear2 QUAIL RUN ROLLING HILLS 83.5 Normal wear & tear2 QUARTER AVENUE SHADOW CREEK 88.5 Normal wear & tear2 RABBIT RUN MARLBORO COUNTRY 99 Normal wear & tear2 RACCOON RUN COVES OF CIMARRON 86.5 Normal wear & tear2 RAILYARD DRIVE GREAT HILLS 84.5 Normal wear & tear2 RAMROD DRIVE SOUTHWEST TERRITORY 99 Normal wear & tear2 RANCH HOUSE LOOP CIRCLE N RANCH 96 Normal wear & tear2 RANGER DRIVE CIMARRON PARK 80.5 Normal wear & tear2 RAZZMATAZZ TRAIL SUNFIELD 96 Normal wear & tear2 REBEL DRIVE PINAFORE PARK 75 Normal wear & tear2 RED BIRD DRIVE ROLLING HILLS 87 Normal wear & tear2 RED FOX COURT CIRCLE N RANCH 96 Normal wear & tear2 RED MORGANITE TRAIL STONEFIELD 96 Normal wear & tear2 RED OAK ROAD HAYS COUNTRY OAKS 87.5 Normal wear & tear2 REDBUD DRIVE COVES OF CIMARRON 89 Normal wear & tear2 REGINA DRIVE HILLSIDE TERRACE 87.5 Normal wear & tear2 RICH LANE 86 Normal wear & tear2 RIDGEVIEW DRIVE RIDGEVIEW ESTATES 96 Normal wear & tear2 RIPPLE ROCK LANE CIMARRON PARK 81.5 Normal wear & tear2 ROBERT S LIGHT BOULEVARD 83.5 Normal wear & tear 2 - 9'x5' precast concrete multiple box culverts 72 ROBIN ROAD CHAPARRAL PARK 86.5 Normal wear & tear2 ROCK ROSE CIRCLE MEADOW WOODS 92 Normal wear & tear2 ROCKING M ROAD DOVE HOLLOW ESTATES 90.5 Normal wear & tear2 RODGERS RAVINE COVE RIM ROCK 85 Normal wear & tear2 ROHDE ROAD (CR126) 85.5 Normal wear & tear2 ROLLING HILLS DRIVE (ROLLING HILLS)(PCT. 2) ROLLING HILLS 78.5 Normal wear & tear2 ROSEBUD SPRING MEADOWS AT BUDA 81 Normal wear & tear2 RUNNING BROOK COVE RIM ROCK 95 Normal wear & tear2 RUTHERFORD DRIVE (RIM ROCK) RIM ROCK 95 Normal wear & tear2 RUTHERFORD DRIVE (RUTHERFORD WEST) RUTHERFORD WEST 95 Normal wear & tear2 SAD WILLOW PASS RIM ROCK 95 Normal wear & tear2 SADDLE BLANKET TRAIL OLD WEST TRAILS 83.5 Normal wear & tear2 SADIE HOLLOW GREAT HILLS 91 Normal wear & tear

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2 SAGEBRUSH CIRCLE COVES OF CIMARRON 89 Normal wear & tear2 SAGUARO DRIVE COVES OF CIMARRON 86.5 Normal wear & tear2 SAMBAR DRIVE SHADOW CREEK 88.5 Normal wear & tear2 SANDSTONE TRAIL STONEFIELD 96 Normal wear & tear2 SANDY CREEK COVE RIM ROCK 95 Normal wear & tear2 SAPLING DRIVE RIM ROCK 95 Normal wear & tear2 SARAHS SPRING COVE RIM ROCK 95 Normal wear & tear2 SATTERWHITE ROAD (CR107) 81 Normal wear & tear2 SAVANNAH CIRCLE COTTONWOOD HOLLOW 86 Normal wear & tear2 SCAUP STREET CROSSHOUSE RANCH ESTATES 99 Normal wear & tear2 SCENIC OAK TRAIL HAYS COUNTRY OAKS 87.5 Normal wear & tear2 SCHUBERT LANE (CR211) 83.5 Normal wear & tear2 SEEP ROCK COVE RIM ROCK 80 Normal wear & tear2 SEPTEMBER SONG DRIVE AUTUMN WOODS 99 Normal wear & tear2 SERRATO COVE RIM ROCK 87.5 Normal wear & tear2 SHADOW CREEK BOULEVARD SHADOW CREEK 51 Normal wear & tear2 SHADOW LANE CIMARRON PARK 81.5 Normal wear & tear2 SHADY ACRES DRIVE CIMARRON PARK 80.5 Normal wear & tear2 SHADY COURT SHADY GROVE 91.5 Normal wear & tear2 SHADY OAKS BENT TREE ESTATES 56.5 Normal wear & tear2 SHALE CIRCLE STONEFIELD 96 Normal wear & tear2 SHALLOWWATER COVE RIM ROCK 95 Normal wear & tear2 SHASTA COVE GREAT HILLS 85 Normal wear & tear2 SHELF ROCK ROAD RIM ROCK 80 Normal wear & tear2 SHELLSTONE TRAIL STONEFIELD 96 Normal wear & tear2 SHOVELER STREET CROSSHOUSE RANCH ESTATES 94 Normal wear & tear2 SHRIKE DRIVE LEISUREWOODS 71 Normal wear & tear2 SKYVIEW TERRACE GREEN PASTURES 78.5 Normal wear & tear2 SLIPPERY ROCK DRIVE CIMARRON PARK 80 Normal wear & tear2 SLOAN ROAD SHADOW CREEK 91 Normal wear & tear2 SMOKEY ROCK LANE CIMARRON PARK 81.5 Normal wear & tear2 SNOW OWL HOLLOW MEADOWS AT BUDA 88.5 Normal wear & tear2 SOUTHERN SUNSET COVE RIM ROCK 85 Normal wear & tear2 SPANISH MOSS COVE RIM ROCK 95 Normal wear & tear2 SPANISH OAK TRAIL ALLEGRE MONANTIAL 86.5 Normal wear & tear2 SPANISH OAKS TRAIL SPANISH OAKS 86.5 Normal wear & tear2 SPANISH TRAILS BOULEVARD SHADOW CREEK 51 Normal wear & tear2 SPARROW DRIVE CHAPARRAL PARK 94 Normal wear & tear2 SPARROW LANE GREEN PASTURES 88.5 Normal wear & tear2 SPLIT CEDAR COVE RIM ROCK 95 Normal wear & tear2 STAG HORN PASS GREAT HILLS 82 Normal wear & tear2 STELLA GOLD STREET SUNFIELD 96 Normal wear & tear2 STEPHANIES TRAIL KAI VISTA 86 Normal wear & tear2 STONEFIELD TRAIL STONEFIELD 96 Normal wear & tear2 STORM COURT GREAT HILLS 88.5 Normal wear & tear2 STRAWBERRY BLONDE DRIVE SUNFIELD 91 Normal wear & tear2 SUFFIELD DRIVE HILLSIDE TERRACE 34.5 Normal wear & tear2 SUMMIT DRIVE GREEN PASTURES 62 Normal wear & tear2 SUN COVE GOFORTH VILLAGE 96 Normal wear & tear2 SUNBONNET DRIVE PINAFORE PARK 73.5 Normal wear & tear2 SUNBRIGHT BLVD SUNFIELD 96 Normal wear & tear Single-span precast concrete rigid arch bridge 72 SUNDOWN AVENUE SUNFIELD 96 Normal wear & tear2 SUNFLOWER COVE VILLAGE AT MEADOW WOODS 97 Normal wear & tear2 SUNFLOWER DRIVE VILLAGE AT MEADOW WOODS 92 Normal wear & tear2 SUNSEED PASS SUNFIELD 96 Normal wear & tear2 SUNWHEAT AVENUE SUNFIELD 96 Normal wear & tear2 SUSAN DRIVE HILLSIDE TERRACE 87.5 Normal wear & tear2 SWALLOW DRIVE CHAPARRAL PARK 86.5 Normal wear & tear2 TAYLOR DRIVE CIMARRON PARK 80.5 Normal wear & tear2 TEAL LANE CROSSHOUSE RANCH ESTATES 94 Normal wear & tear2 TED COURT HIDDEN OAKS 92 Normal wear & tear2 TENDER VALLEY COVE RIM ROCK 95 Normal wear & tear2 THOMAS PLACE HUBER ESTATES 79.5 Normal wear & tear2 THUNDERHEAD ROAD GREEN PASTURES 85 Normal wear & tear2 TIS AUTUMN COURT AUTUMN WOODS 99 Normal wear & tear2 TORI DRIVE COUNTRY RIDGE 82 Normal wear & tear2 TOWERING CEDAR DRIVE RIM ROCK 85 Normal wear & tear2 TOWHEE DRIVE LEISUREWOODS 71 Normal wear & tear2 TRANQUILITY MOUNTAIN MEADOWS AT BUDA 88.5 Normal wear & tear2 TRAVERTINE TRAIL STONEFIELD 96 Normal wear & tear2 TREETOP LANE GREEN PASTURES 88 Normal wear & tear2 TREETOP WAY COVES OF CIMARRON 86.5 Normal wear & tear2 TRIUMPH ROAD SHADOW CREEK 86 Normal wear & tear2 TURKEY COVE CIMARRON PARK 81.5 Normal wear & tear2 TURNERSVILLE ROAD (CR105) 86 Normal wear & tear 12 precast concrete multiple box culverts (9 - 9'x6', 3 - 9'x7') 72 TURNERSVILLE ROAD SOUTH (CR106) 82.5 Normal wear & tear2 TURNERSVILLE ROAD SOUTH (CR212) 93.5 Normal wear & tear2 TURNSTONE DRIVE LEISUREWOODS 71 Normal wear & tear2 TURTLEDOVE CIRCLE DOVE HOLLOW ESTATES 92 Normal wear & tear2 TWISTED CREEK CIRCLE N RANCH 96 Normal wear & tear2 TWISTED OAKS LANE SHADOW CREEK 88.5 Normal wear & tear2 VAIL LANE CIMARRON PARK 81.5 Normal wear & tear2 VALLEY VIEW DRIVE GREEN PASTURES 88.5 Normal wear & tear2 VERBENA DRIVE VILLAGE AT MEADOW WOODS 92 Normal wear & tear2 VERDIN DRIVE LEISUREWOODS 71 Normal wear & tear2 VERMILLION MARBLE TRAIL STONEFIELD 96 Normal wear & tear2 VESTRAL ROAD SHADOW CREEK 88.5 Normal wear & tear2 VIREO DRIVE LEISUREWOODS 71 Normal wear & tear2 WAKE GROVE MEADOWS AT BUDA 96 Normal wear & tear2 WARPATH LANE CIMARRON PARK 81.5 Normal wear & tear2 WATERFALL LANE GREAT HILLS 83.5 Normal wear & tear2 WAXWING DRIVE LEISUREWOODS 71 Normal wear & tear2 WHITE WING CIRCLE DOVE HOLLOW ESTATES 82 Normal wear & tear2 WICKER PARK WAY SUNFIELD 91 Normal wear & tear2 WIGEON STREET CROSSHOUSE RANCH ESTATES 94 Normal wear & tear2 WILDFIRE COVE SHADOW CREEK 88.5 Normal wear & tear2 WILEY WAY WILEY 87.5 Normal wear & tear2 WILLET DRIVE LEISUREWOODS 71 Normal wear & tear2 WILLIAMSON ROAD (CR120) 83.5 Normal wear & tear2 WILLOW CITY VALLEY MEADOWS AT BUDA 88.5 Normal wear & tear2 WILLOW LEAF LANE SUNFIELD 91 Normal wear & tear2 WILLOW TERRACE GREEN PASTURES 83.5 Normal wear & tear2 WINDMILL WAY DOUBLE R 96 Normal wear & tear2 WINDY HILL ROAD (CR131)(PCT. 2) 64.5 Normal wear & tear2 WOOD HOLLOW COURT OAK FOREST 86.5 Normal wear & tear2 WOODBROOK TRAIL WOODBROOK 82 Normal wear & tear2 WOODLAND OAKS TRAIL OAK FOREST 86.5 Normal wear & tear2 WREN ROAD CHAPARRAL PARK 94 Normal wear & tear

DRAFT

3 ALLEGHENY COURT SUMMER MOUNTAIN RANCH 82.5 Normal wear & tear3 ANGOSTURA LANE (CR344) HILL COUNTRY RANCHES 86 Normal wear & tear3 ANNES TRAIL ESTATES OF SAN MARCOS 82.5 Normal wear & tear3 APPALACHIAN TRAIL SUMMER MOUNTAIN RANCH 82.5 Normal wear & tear3 ARROW POINT CIRCLE WOODCREEK NORTH 95 Normal wear & tear3 ARROWHEAD PASS SADDLERIDGE 79.5 Normal wear & tear3 ARROWHEAD POINT BURNETT RANCH ESTATES 78.5 Normal wear & tear3 ARROYO DOBLE (CR154) SIESTA VERDE 82.5 Normal wear & tear3 AVIAN DRIVE FALCONWOOD 96.5 Normal wear & tear3 BACKUS ROAD BACKUS ESTATES 90 Normal wear & tear3 BALLPARK ROAD THE FIELDS AT WIMBERLEY SPRINGS 100 Normal wear & tear3 BARBERRY PARK SIERRA WEST 93.5 Normal wear & tear3 BEE GEE ROAD (CR378) ROLLING OAKS 85 Normal wear & tear3 BIG BEND DRIVE THOMPSON RANCH ESTATES 97.5 Normal wear & tear3 BILLIE BROOKS DRIVE (CR372) ROLLING OAKS 85 Normal wear & tear3 BILLY BLUFF TRAIL MORNINGWOOD 82.5 Normal wear & tear3 BLUE SKY LANE BIG SKY RANCH 100 Normal wear & tear3 BOX CANYON ROAD (CR287) BOX CANYON 96.5 Normal wear & tear3 BRIDLEGATE CIRCLE BRIDLEWOOD RANCHES 82.5 Normal wear & tear3 BRIDLEWOOD RANCHES DRIVE BRIDLEWOOD RANCHES 82.5 Normal wear & tear3 BUCKAROO CIRCLE CEDAR OAKS MESA 100 Normal wear & tear3 BUCKSKIN PASS (CR373) ROLLING OAKS 85 Normal wear & tear3 BUFFALO SPEEDWAY ROLLING OAKS 85 Normal wear & tear3 BULLS EYE CIRCLE WOODCREEK NORTH 95 Normal wear & tear3 BUMBLEBEE LANE OLD OAKS ESTATES 85 Normal wear & tear3 BURNETT RANCH ROAD (CR318) BURNETT RANCH ESTATES 78.5 Normal wear & tear3 BUTTERCUP LANE (CR286) 73 Normal wear & tear3 BUTTON BUSH COURT WOODCREEK NORTH 100 Normal wear & tear3 BUZZARD HIGH ROAD (CR345) HILL COUNTRY RANCHES 86 Normal wear & tear3 CALICHE COURT WOODCREEK NORTH 99 Normal wear & tear3 CAMINO ASHLEY BURNETT RANCH ESTATES 79.5 Normal wear & tear3 CAMINO DE RANCHO LAS LOMAS (ENTRANCE) 87.5 Normal wear & tear3 CAMPFIRE CIRCLE CEDAR OAKS MESA 99 Normal wear & tear3 CAMPFIRE WAY CEDAR OAKS MESA 99 Normal wear & tear3 CANNA LILY CIRCLE SIERRA WEST 93.5 Normal wear & tear3 CANYON GAP ROAD SADDLERIDGE 85 Normal wear & tear3 CANYON OAKS DRIVE RIVER OAKS OF WIMBERLEY 83.5 Normal wear & tear3 CARNEY LANE (CR278) 79.5 Normal wear & tear3 CASCADE TRAIL SUMMER MOUNTAIN RANCH 74.5 Normal wear & tear3 CATCLAW COVE FOX RIDGE 85 Normal wear & tear3 CEDAR BEND ROAD BURNETT RANCH ESTATES 81 Normal wear & tear3 CEDAR PARK WILLOW CREEK ESTATES 85 Normal wear & tear3 CEDARWOOD CIRCLE WOODCREEK NORTH 99 Normal wear & tear3 CHAPARRAL CIRCLE CEDAR OAKS MESA 100 Normal wear & tear3 CHAR CREST COURT MORNINGWOOD 82.5 Normal wear & tear3 CHUCK WAGON CIRCLE CEDAR OAKS MESA 100 Normal wear & tear3 CIELO RANCH DRIVE CIELO RANCH 83.5 Normal wear & tear3 CIRCLE DRIVE (PCT. 3) BURNETT RANCH 91 Normal wear & tear3 CLEAR LAKE DRIVE CLEAR LAKE ESTATES 83.5 Normal wear & tear3 CLIFFSIDE ROAD BURNETT RANCH ESTATES 83.5 Normal wear & tear3 CLYDESDALE DRIVE (CR259) COUNTRY ESTATES 82.5 Normal wear & tear3 COCHISE COURT WOODCREEK NORTH 98.5 Normal wear & tear3 CONDOR DRIVE FALCONWOOD 96.5 Normal wear & tear3 CORRIE COURT WILLOW CREEK ESTATES 85 Normal wear & tear3 COTTONWOOD ROAD BURNETT RANCH ESTATES 72 Normal wear & tear3 COUNTRY ESTATES DRIVE (CR243) COUNTRY ESTATES 80 Normal wear & tear3 COUNTRY PLACE DRIVE WOODCREEK NORTH 100 Normal wear & tear3 COWPOKE CANYON ROLLING OAKS 85 Normal wear & tear3 COWPOKE CIRCLE CEDAR OAKS MESA 71.5 Normal wear & tear3 CRAZY CROSS ROAD WOODCREEK NORTH 88.5 Normal wear & tear3 CREEKSIDE DRIVE WOODCREEK NORTH 94 Normal wear & tear3 CRIPPLE CREEK COURT WOODCREEK NORTH 100 Normal wear & tear3 CROOKED ARROW COURT WOODCREEK NORTH 93.5 Normal wear & tear3 CROSS ROAD ESTATES OF SAN MARCOS 82.5 Normal wear & tear3 CURRIE RANCH ROAD MOUNTAIN VIEW ESTATES 100 Normal wear & tear3 CYPRESS CREEK LANE (CR252) EAGLE ROCK RANCHITOS 74.5 Normal wear & tear3 DAY DRIVE KINGSWOOD 81.5 Normal wear & tear3 DAYS END ROAD BURNETT RANCH ESTATES 77 Normal wear & tear3 DEER CREEK DRIVE SUBURBAN OAKS 99 Normal wear & tear3 DEER LAKE COVE DEER LAKE ESTATES 79.5 Normal wear & tear3 DEER LAKE ESTATES (CR291) DEER LAKE ESTATES 75.5 Normal wear & tear3 DEER LAKE ROAD (CR317) DEER LAKE ESTATES 77 Normal wear & tear3 DEER RIDGE ROAD WOODCREEK NORTH 100 Normal wear & tear3 DEER RUN DEER RUN 82 Normal wear & tear3 DEERWOOD DRIVE (CR116) DEERWOOD ESTATES 82.5 Normal wear & tear3 DEES STREET LAUREL ESTATES 85 Normal wear & tear3 DERBY COURT COUNTRY ESTATES 82.5 Normal wear & tear3 DROVER CIRCLE CEDAR OAKS MESA 100 Normal wear & tear3 EASTERN ROAD GREEN ACRES 83.5 Normal wear & tear3 EASTWOOD LANE 81.5 Normal wear & tear3 EDGEWATER DRIVE CEDAR OAKS MESA 91.5 Normal wear & tear3 EL CAMINO REAL EAST WOODCREEK NORTH 95 Normal wear & tear3 ELM HOLLOW THE SETTLEMENT 85 Normal wear & tear3 FALCONWOOD DRIVE FALCONWOOD 96.5 Normal wear & tear3 FICUS COURT SIERRA WEST 93.5 Normal wear & tear3 FISCHER STORE ROAD (CR181) 78.5 Normal wear & tear 5-simple-span prestressed concrete I-girder bridge 83 FLAMING CLIFF ROAD WOODCREEK NORTH 94 Normal wear & tear3 FLITE ACRES ROAD (CR173) 79 Normal wear & tear3 FOX CREEK CIRCLE QUARRY SPRINGS 85 Normal wear & tear3 FRIO LANE (CR341) HILL COUNTRY RANCHES 86 Normal wear & tear3 FULTON RANCH ROAD (CR213) 77 Normal wear & tear3 G W HASCHKE LANE 100 Normal wear & tear3 GENEVA GROVE COURT MORNINGWOOD 82.5 Normal wear & tear3 GLEN ELLEN COURT THE VINEYARD ESTATES 97.5 Normal wear & tear3 GRANDE SIERRA LANE RUNNING ROPE 82.5 Normal wear & tear3 GREAT OAKS DRIVE MCCARTY OAKS 80 Normal wear & tear3 GREEN ACRES DRIVE (CR279) GREEN ACRES 81 Normal wear & tear Single-span precast concrete arch bridge 73 HAMILTON HOLLOW KINGSWOOD 82.5 Normal wear & tear3 HARMONS WAY (CR109) OAK RIDGE ESTATES 81 Normal wear & tear3 HARMONY LANE WOODCREEK NORTH 94 Normal wear & tear3 HIDDEN OAKS RIVER OAKS OF WIMBERLEY 83.5 Normal wear & tear3 HIDDEN VALLEY ROAD (CR217) HIDDEN VALLEY ESTATES 68.5 Normal wear & tear3 HIGH MESA DRIVE CEDAR OAKS MESA 87.5 Normal wear & tear3 HIGH RIDGE CIRCLE QUARRY SPRINGS 85 Normal wear & tear

DRAFT

3 HIGH ROAD (CR256) THE HIGHLANDS 96.5 Normal wear & tear3 HILL DRIVE MOUNTAIN CREST 100 Normal wear & tear3 HILLS EDGE ROAD (CR324) 87 Normal wear & tear3 HONEYCOMB CIRCLE SIERRA WEST 93.5 Normal wear & tear3 HONEYSUCKLE LANE WOODCREEK NORTH 96.5 Normal wear & tear3 HORTON PREISS ROAD 93 Normal wear & tear3 HOWARD PLACE WILLOW CREEK ESTATES 85 Normal wear & tear3 HUGO ROAD (CR214) 78.5 Normal wear & tear3 HUMMINGBIRD LANE BURNETT RANCH ESTATES 79.5 Normal wear & tear3 HUNTER RIDGE ROAD HUNTER RIDGE 82.5 Normal wear & tear3 HUNTERS CIRCLE SUBURBAN OAKS 99 Normal wear & tear3 HUNTERS GLEN DRIVE (CR261) HUNTERS GLEN 74.5 Normal wear & tear3 INDIAN PRINCESS WOODCREEK NORTH 91 Normal wear & tear3 INDIAN TRAIL BURNETT RANCH ESTATES 78.5 Normal wear & tear3 IRON WOOD LANE WOODCREEK NORTH 96.5 Normal wear & tear3 JACOBS WELL ROAD (CR182) 99 Normal wear & tear 2 - 10'x5' precast concrete multiple box culverts 73 JAMES STREET LAUREL ESTATES 85 Normal wear & tear3 JASMINE COURT SIERRA WEST 93.5 Normal wear & tear3 JENNIFER LANE (CR374) ROLLING OAKS 76 Normal wear & tear3 KAYS COVE ESTATES OF SAN MARCOS 82.5 Normal wear & tear3 KINGS CREST WOODCREEK NORTH 100 Normal wear & tear3 KNIGHT STREET KINGSWOOD 80 Normal wear & tear3 LA TOYA TRAIL WOODCREEK NORTH 100 Normal wear & tear3 LAKESIDE DRIVE (CR343) HILL COUNTRY RANCHES 83.5 Normal wear & tear3 LAME HOSS LANE ROLLING OAKS 85 Normal wear & tear3 LARIAT CIRCLE CEDAR OAKS MESA 97.5 Normal wear & tear3 LAUREL HILL ROAD LAUREL ESTATES 85 Normal wear & tear3 LAZY C CIRCLE CEDAR OAKS MESA 100 Normal wear & tear3 LAZY LANE SLEEPY HOLLOW 80 Normal wear & tear3 LEA LANE LEA ACRES 78.5 Normal wear & tear3 LEDGEROCK ROAD (CR244) 83.5 Oil/Gas Related Damage3 LIMESTONE LANE (CR370) ROLLING OAKS 82.5 Normal wear & tear3 LIMESTONE TRAIL 86 Normal wear & tear3 LINK CROSSING HILLCROFT 83.5 Normal wear & tear3 LITTLE ARKANSAS ROAD (CR174) 93 Normal wear & tear3 LITTLE BEND DRIVE THOMPSON RANCH ESTATES 97.5 Normal wear & tear3 LIVE OAK DRIVE (MOUNTAIN CREST) MOUNTAIN CREST 100 Normal wear & tear3 LIVE OAK HILLS COURT RANCHO ENCINO 74.5 Normal wear & tear3 LONE MAN MOUNTAIN ROAD (CR183) 92.5 Normal wear & tear3 LONESOME TRAIL (CR371) ROLLING OAKS 80 Normal wear & tear3 LONG BOW LANE WOODCREEK NORTH 88.5 Normal wear & tear3 LONGCOPE LOOP TURKEY HOLLOW 91.5 Normal wear & tear3 LONGHORN CIRCLE CEDAR OAKS MESA 99 Normal wear & tear3 LONGHORN TRAIL (CR246) 77 Normal wear & tear3 MAPLE STREET KINGSWOOD 80 Normal wear & tear3 MARIGOLD COURT SIERRA WEST 93.5 Normal wear & tear3 MARTINS CREST ESTATES OF SAN MARCOS 82.5 Normal wear & tear3 MCCARTY LANE EAST (CR233)(PCT. 3) 66.5 Normal wear & tear3 MCCARTY LANE WEST (CR233) 66.5 Normal wear & tear3 MEADOW LANE EAST (CR322) CYPRESS CREEK ACRES 81 Normal wear & tear3 MEADOW LANE WEST (CR310) HILLCROFT 83.5 Normal wear & tear3 MEMORY LANE WOODCREEK NORTH 96.5 Normal wear & tear3 MESA SIERRA LANE RUNNING ROPE 82.5 Normal wear & tear3 MESQUITE STREET KINGSWOOD 80 Normal wear & tear3 MIDLAND STREET WOODCREEK NORTH 95 Normal wear & tear3 MISSION TRAIL SADDLERIDGE 79.5 Normal wear & tear3 MISTI LANE (CR375) ROLLING OAKS 80 Normal wear & tear3 MONTELL ROAD (CR339) HILL COUNTRY RANCHES 86 Normal wear & tear3 MOONDANCE TRAIL BIG SKY RANCH 100 Normal wear & tear3 MORNINGMIST COURT MORNINGWOOD 82.5 Normal wear & tear3 MORNINGWOOD DRIVE MORNINGWOOD 82.5 Normal wear & tear3 MOSS ROSE LANE SIERRA WEST 93.5 Normal wear & tear3 MOSSY OAKS LANE WOODCREEK NORTH 96 Normal wear & tear3 MOUNTAIN DRIVE WILLOW CREEK ESTATES 100 Normal wear & tear3 MOUNTAIN CREST DRIVE MOUNTAIN CREST 85 Normal wear & tear3 MOUNTAIN HIGH DRIVE ESTATES OF SAN MARCOS 82.5 Normal wear & tear3 MT GAINOR ROAD (CR220)(PCT. 3) 73.5 Normal wear & tear3 MT OLIVE SCHOOL ROAD (CR245)(PCT. 3) 77 Normal wear & tear3 MT SHARP ROAD (CR219) 79.5 Oil/Gas Related Damage3 MULBERRY COURT KINGSWOOD 80 Normal wear & tear3 MUSTANG LANE (CR231) COUNTRY ESTATES 82.5 Normal wear & tear3 MUSTANG VALLEY TRAIL MUSTANG VALLEY 88.5 Normal wear & tear3 NAPA COURT THE VINEYARD ESTATES 97.5 Normal wear & tear3 NARROWS ROAD (CR114) 86.5 Normal wear & tear3 NORTHWEST HILLS ROAD NORTHWEST HILLS 79.5 Normal wear & tear3 OAK HAVEN WILLOW CREEK ESTATES 85 Normal wear & tear3 OAK HEIGHTS RIVER OAKS OF WIMBERLEY 83.5 Normal wear & tear3 OAK HOLLOW DRIVE THE SETTLEMENT 85 Normal wear & tear3 OAK KNOB DRIVE RIVER OAKS OF WIMBERLEY 83.5 Normal wear & tear3 OAK RUN DRIVE RIVER OAKS OF WIMBERLEY 79.5 Normal wear & tear3 OAK SHADOW FOX RIDGE 85 Normal wear & tear3 OAK STREET KINGSWOOD 80 Normal wear & tear3 OAK VALLEY DRIVE RIVER OAKS OF WIMBERLEY 86 Normal wear & tear3 OAKWOOD LOOP (CR003) OAKWOOD ESTATES 74.5 Normal wear & tear3 OLD MINE COURT WOODCREEK NORTH 99 Normal wear & tear3 OLD OAKS RANCH ROAD (CR221) 73.5 Normal wear & tear3 OZARK DRIVE SUMMER MOUNTAIN RANCH 75.5 Normal wear & tear3 PALOMINO LANE (CR226) COUNTRY ESTATES 82.5 Normal wear & tear3 PAMPAS PASS MCCARTY OAKS 82.5 Normal wear & tear3 PASO DEL ROBLES (CR145) SIESTA VERDE 82.5 Normal wear & tear3 PEALE ROAD SPRING HOLLOW 83.5 Normal wear & tear3 PENTA COURT SIERRA WEST 93.5 Normal wear & tear3 PEREGRINE DRIVE FALCONWOOD 96.5 Normal wear & tear3 PHILO STREET LAUREL ESTATES 77.5 Normal wear & tear3 PICO COURT FALCONWOOD 96.5 Normal wear & tear

DRAFT

3 PINION TRAIL LEA ACRES 79.5 Normal wear & tear3 PINTO LANE (CR257) COUNTRY ESTATES 82.5 Normal wear & tear3 PIONEER TRAIL (CR346)(PCT. 3) THE SETTLEMENT 85 Normal wear & tear3 PLAINVIEW ROAD (CR338) HILL COUNTRY RANCHES 83.5 Normal wear & tear3 PLEASANT VALLEY WOODCREEK NORTH 83.5 Normal wear & tear3 PLUMA COURT FALCONWOOD 96.5 Normal wear & tear3 PORTULACA COURT SIERRA WEST 93.5 Normal wear & tear3 POSEY ROAD (CR235)(PCT. 3) 59 Normal wear & tear3 POST OAK ROAD BURNETT RANCH ESTATES 72 Normal wear & tear3 POWDER HORN TRAIL (CR271) HUNTERS GLEN 77.5 Normal wear & tear3 PUMP STATION ROAD (CR218) 81 Oil/Gas Related Damage3 PURGATORY PASS SUMMER MOUNTAIN RANCH 78.5 Normal wear & tear3 PURGATORY ROAD (CR215) 80 Normal wear & tear3 PURPLE SAGE (CR378) ROLLING OAKS 85 Normal wear & tear3 QUAIL RUN DRIVE (CR272) 72.5 Normal wear & tear3 QUARRY CREST CIRCLE QUARRY SPRINGS 85 Normal wear & tear3 QUARRY SPRING DRIVE QUARRY SPRINGS 85 Normal wear & tear3 QUIVER COURT WOODCREEK NORTH 97.5 Normal wear & tear3 RABBIT ROAD (CR342) HILL COUNTRY RANCHES 86 Normal wear & tear3 RAMBLING CREEK CIRCLE WOODCREEK NORTH 97.5 Normal wear & tear3 RAMBLING OAKS DRIVE RIVER OAKS OF WIMBERLEY 83.5 Normal wear & tear3 RANCHO ENCINO DRIVE RANCHO ENCINO 80 Normal wear & tear3 RED CORRAL RANCH ROAD (CR113) 83.5 Normal wear & tear3 RED SKY ROAD MOUNT OLIVE RANCH 100 Normal wear & tear3 REDWOOD CIRCLE WOODCREEK NORTH 100 Normal wear & tear3 REIMER AVENUE LAUREL ESTATES 75 Normal wear & tear3 REMUDA RUN CEDAR OAKS MESA 100 Normal wear & tear3 RHAPSODY LANE WOODCREEK NORTH 99 Normal wear & tear3 RIDGE OAK DRIVE RIVER OAKS OF WIMBERLEY 79.5 Normal wear & tear3 RIDGEWOOD CIRCLE WOODCREEK NORTH 100 Normal wear & tear3 RIM ROCK RANCH ROAD 89 Normal wear & tear3 RIMROCK LANE FOX RIDGE 85 Normal wear & tear3 RIVER MOUNTAIN ROAD 100 Normal wear & tear3 RIVER OAKS DRIVE RIVER OAKS OF WIMBERLEY 86 Normal wear & tear3 RIVER ROAD (CR178) 93 Normal wear & tear3 ROCK HOLLOW CIRCLE WOODCREEK NORTH 95 Normal wear & tear3 ROLLING HILLS DRIVE (SHADOW VALLEY)(PCT. 3) SHADOW VALLEY 77 Normal wear & tear3 ROLLING OAKS WILLOW CREEK ESTATES 85 Normal wear & tear3 ROLLING OAKS DRIVE (CR369) ROLLING OAKS 76.5 Normal wear & tear3 ROUNDUP DRIVE CEDAR OAKS MESA 100 Normal wear & tear3 SACHTLEBEN ROAD (CR180) 77 Normal wear & tear3 SADDLE ROCK RIDGE WOODCREEK NORTH 91 Normal wear & tear3 SADDLERIDGE DRIVE SADDLERIDGE 79.5 Normal wear & tear3 SALVIA COURT SIERRA WEST 93.5 Normal wear & tear3 SANDY POINT ROAD BURNETT RANCH ESTATES 74.5 Normal wear & tear3 SCENIC CANYON LANE SCENIC CANYON 100 Normal wear & tear3 SCENIC WAY (CR310) HILLCROFT 83.5 Normal wear & tear3 SCUDDER LANE (CR316) 79.5 Normal wear & tear3 SENDERO DRIVE DEERWOOD ESTATES 82.5 Normal wear & tear3 SERENADE CIRCLE WOODCREEK NORTH 96.5 Normal wear & tear3 SETTLERS ROAD (CR256) THE HIGHLANDS 96.5 Normal wear & tear3 SHADOW TRAIL 41 Normal wear & tear3 SHADOW VALLEY SHADOW VALLEY 93.5 Normal wear & tear3 SHETLAND LANE (CR258) COUNTRY ESTATES 82.5 Normal wear & tear3 SKY RANCH CIRCLE SKYLINE RANCH 82 Normal wear & tear3 SKYLINE DRIVE (CR176) SKYLINE ACRES 79.5 Normal wear & tear3 SKYLINE RIDGE LOOKOUT SKYLINE RANCH 82 Normal wear & tear3 SKYLINE SUMMIT VISTA SKYLINE RANCH 79.5 Normal wear & tear3 SMOKEY MOUNTAIN DRIVE SUMMER MOUNTAIN RANCH 82.5 Normal wear & tear3 SONATA CIRCLE WOODCREEK NORTH 99 Normal wear & tear3 SPICEWOOD CIRCLE WOODCREEK NORTH 99 Normal wear & tear3 SPOKE HOLLOW ROAD (CR314) 68 Normal wear & tear3 SPRUCEWOOD DRIVE WOODCREEK NORTH 91 Normal wear & tear3 ST HELENA COURT THE VINEYARD ESTATES 97.5 Normal wear & tear3 STARLIGHT TRAIL BIG SKY RANCH 100 Normal wear & tear3 STEEPLEBROOK DRIVE BRIDLEWOOD RANCHES 82.5 Normal wear & tear3 STEPPING STONE COURT WOODCREEK NORTH 95 Normal wear & tear3 STONE MOUNTAIN TRAIL SUMMER MOUNTAIN RANCH 82.5 Normal wear & tear3 STONY CREEK VISTA SKYLINE RANCH 82 Normal wear & tear3 SUMMER MOUNTAIN DRIVE SUMMER MOUNTAIN RANCH 82.5 Normal wear & tear3 SUMMIT DRIVE EAST (CR321) CYPRESS CREEK ACRES 81 Normal wear & tear3 SUMMIT DRIVE WEST HILLCROFT 83.5 Normal wear & tear3 SUMMIT PASS (CR115) THE HIGHLANDS 96.5 Normal wear & tear3 SUNRISE CANYON ROAD SKYLINE RANCH 83.5 Normal wear & tear3 SUNSET CIRCLE WOODCREEK NORTH 97.5 Normal wear & tear3 SUTTLES AVENUE LAUREL ESTATES 79 Normal wear & tear3 SWEET WATER CIRCLE WOODCREEK NORTH 95 Normal wear & tear3 TAMMY TERRACE WOODCREEK NORTH 100 Normal wear & tear3 TETON CIRCLE SUMMER MOUNTAIN RANCH 82.5 Normal wear & tear3 THOMAS OAKS DRIVE RIVER OAKS OF WIMBERLEY 83.5 Normal wear & tear3 THOMPSON RANCH ROAD THOMPSON RANCH ESTATES 79.5 Normal wear & tear3 TIMBERIDGE DRIVE THE SETTLEMENT 85 Normal wear & tear3 TIMMERON ROAD (CR296) TIMMERON 97.5 Normal wear & tear3 TODO LANE ROLLING OAKS 85 Normal wear & tear3 TRAILS END (CR377) ROLLING OAKS 85 Normal wear & tear3 TRAILS END (DEERWOOD ESTATES)(PCT. 3) DEERWOOD ESTATES 80 Normal wear & tear3 TRIPLE CROWN RUN (CR260) COUNTRY ESTATES 82.5 Normal wear & tear3 TURKEY HOLLOW BURNETT RANCH ESTATES 78.5 Normal wear & tear3 TURKEY HOLLOW CIRCLE TURKEY HOLLOW 99 Normal wear & tear3 TURKEY TRAIL DRIVE SUBURBAN OAKS 96.5 Normal wear & tear3 TURTLE HILL ROLLING OAKS 85 Normal wear & tear3 TUSCANY DRIVE THE VINEYARD ESTATES 97.5 Normal wear & tear3 TWILIGHT TERRACE WOODCREEK NORTH 100 Normal wear & tear3 VALLEY CIRCLE ESTATES OF SAN MARCOS 80 Normal wear & tear3 VALLEY RIDGE ROAD LEDGEROCK 79.5 Normal wear & tear

DRAFT

3 VALLEY SIERRA LANE RUNNING ROPE 82.5 Normal wear & tear3 VALLEY SPRINGS ROAD (WIMBERLEY SPRINGS) WIMBERLEY SPRINGS 86 Normal wear & tear3 VALLEY SPRINGS ROAD (WOODCREEK NORTH) WOODCREEK NORTH 86 Normal wear & tear3 VALLEY VERDE COURT SKYLINE RANCH 82 Normal wear & tear3 VALLEY VIEW ROAD BURNETT RANCH ESTATES 95 Normal wear & tear3 VALLEY VISTA ROAD SKYLINE RANCH 86 Normal wear & tear3 VAQUERO WAY MUSTANG VALLEY 88.5 Normal wear & tear3 VESPER LANE 83.5 Normal wear & tear3 VIEW DRIVE WEST MOUNTAIN CREST 100 Normal wear & tear3 VILLAGE WEST DRIVE VILLAGE WEST 82.5 Normal wear & tear3 VISTA SIERRA LANE RUNNING ROPE 82.5 Normal wear & tear3 WAGON WHEEL CIRCLE CEDAR OAKS MESA 99 Normal wear & tear3 WAYNE RIDGE DRIVE MORNINGWOOD 82.5 Normal wear & tear3 WAYSIDE DRIVE (CR179) 74.5 Normal wear & tear3 WEST SIERRA DRIVE RUNNING ROPE 82.5 Normal wear & tear3 WESTERN ROAD GREEN ACRES 83.5 Normal wear & tear3 WHISPERING VALLEY DRIVE WOODCREEK NORTH 94 Normal wear & tear3 WHISTLING WIND LANE WOODCREEK NORTH 92.5 Normal wear & tear3 WHITETAIL DRIVE DEERWOOD ESTATES 80 Normal wear & tear3 WIDE CANYON DRIVE WOODCREEK NORTH 95 Normal wear & tear3 WILLIS WAY MORNINGWOOD 82.5 Normal wear & tear3 WILLOW CREEK CIRCLE WILLOW CREEK ESTATES 82.5 Normal wear & tear3 WIMBERLEY OAKS DRIVE WIMBERLEY OAKS 77 Normal wear & tear3 WINDMILL OAKS DRIVE RIVER OAKS OF WIMBERLEY 83.5 Normal wear & tear

3 WINTERS MILL PARKWAY 81 Normal wear & tear (Bridge #1) 6 - 10'x8' precast concrete multiple box culverts; (Bridge#2) 5 - 6'x3' precast concrete multiple box culverts

(Bridge #1) 6; (Bridge #2) 7

3 WOOD GLEN DRIVE WOODCREEK NORTH 92.5 Normal wear & tear3 WOODACRE DRIVE WOODCREEK NORTH 88.5 Normal wear & tear3 WOODCREEK DRIVE (EAGLEROCK RANCHITOS) EAGLE ROCK RANCHITOS 83.5 Normal wear & tear3 WRANGLER CIRCLE CEDAR OAKS MESA 97.5 Normal wear & tear3 YORK CREEK ROAD (CR376)(PCT. 3) ROLLING OAKS 80 Normal wear & tear3 YORKS CROSSING SIERRA WEST 93.5 Normal wear & tear3 ZINNIA COURT SIERRA WEST 93.5 Normal wear & tear

4 ABBEY DRIVE BELTERRA 94.29 Normal wear & tear4 ABBOTT DRIVE BELTERRA 90 Normal wear & tear4 ABERDEEN COURT BELTERRA 95 Normal wear & tear4 ACADIA COURT BELTERRA 95 Normal wear & tear4 AGARITA DRIVE GOLDENWOOD WEST 95 Normal wear & tear4 ALAINA COURT BELTERRA 100 Normal wear & tear4 ALPINE TRAIL (CR384) THE HIGHLANDS 86 Normal wear & tear4 AMERICAN WAY CALICHE HILL 100 Normal wear & tear4 ANGEL FIRE DRIVE NORTHRIDGE 92.5 Normal wear & tear4 ANGELA ROSE COURT REUNION RANCH 100 Normal wear & tear4 ARBOLES CIRCLE GOLDENWOOD WEST 95 Normal wear & tear4 ARROYO RANCH ROAD ARROYO RANCH 96.5 Normal wear & tear4 ARUBA LANE BELTERRA 95 Normal wear & tear

4 ASPEN DRIVE BELTERRA 100 Normal wear & tear (Bridge #1) 4 - 7'x3' precast concrete multiple box culverts; (Bridge #2) 6 - 6'x4' precast concrete multiple box culverts


4 ATWATER COVE BELTERRA 100 Normal wear & tear4 AUTUMN LANE FOREST WOODS 100 Normal wear & tear4 AVENIDA BRISA FRESCA ARROYO RANCH 96.5 Normal wear & tear4 AVENIDA TEJAS ARROYO RANCH 96.5 Normal wear & tear4 AYERS ROAD RYANS WOODS 94 Normal wear & tear4 BARTON BEND 92.5 Normal wear & tear4 BARTON CREEK CIRCLE BARTON CREEK RANCH 100 Normal wear & tear4 BARTON CREEK DRIVE BARTON CREEK RANCH 100 Normal wear & tear4 BARTON MEADOW DRIVE HILLS OF SPRINGLAKE 83.5 Normal wear & tear4 BARTON RANCH CIRCLE BARTON CREEK RANCH 100 Normal wear & tear4 BARTON RANCH ROAD BARTON CREEK RANCH 100 Normal wear & tear4 BARTON ROAD BRIARWOOD 99 Normal wear & tear4 BARTONS PASS BARTON CREEK RANCH 100 Normal wear & tear4 BEAR CREEK PASS (CR367) BEAR CREEK ESTATES 96 Normal wear & tear4 BEAUCHAMP ROAD (SHADY VALLEY) SHADY VALLEY 92.5 Normal wear & tear4 BEAUCHAMP ROAD (SILVERADO) SILVERADO 92.5 Normal wear & tear4 BECKYS WAY SAWYER RANCH 100 Normal wear & tear4 BELL SPRINGS ROAD (CR169) 85 Normal wear & tear4 BELLA VISTA CIRCLE ARROYO RANCH 96.5 Normal wear & tear

4 BELTERRA DRIVE BELTERRA 82.5 Normal wear & tear (Bridge #1) 3 precast concrete multiple box culverts (2 - 7'x5', 1 - 8'x7'); (Bridge #2) 7 - 8'x4' precast concrete multiple box culverts


4 BENDING OAK LANE SUNSET CANYON 100 Normal wear & tear4 BITTERROOT LANE BELTERRA 100 Normal wear & tear4 BLUE HILLS DRIVE SUNSET CANYON 97.5 Normal wear & tear4 BLUESTEM COURT GOLDENWOOD WEST 95 Normal wear & tear4 BLUFF TRAIL BEAR CREEK ESTATES 95 Normal wear & tear4 BOLTON DRIVE BELTERRA 95 Normal wear & tear4 BONHAM RANCH ROAD 100 Normal wear & tear4 BOOTH DRIVE (CR168) GREEN HAVEN ESTATES 96.5 Normal wear & tear4 BOULDER BLUFF ROCKY RANCH ACRES 97.5 Normal wear & tear4 BOWLIN COVE DEERFIELD ESTATES 100 Normal wear & tear4 BRADSHAW DRIVE BELTERRA 92.5 Normal wear & tear4 BRADY PASS DRIPPING SPRINGS RANCH 89 Normal wear & tear4 BREED ROAD DOUGLAS ESTATES 100 Normal wear & tear4 BRENTWOOD DRIVE BELTERRA 100 Normal wear & tear4 BRIDLE PATH (SADDLETREE RANCH) SADDLETREE RANCH 100 Normal wear & tear4 BRIGHTON LANE BELTERRA 95 Normal wear & tear4 BRINS WAY CALITERRA 100 Normal wear & tear4 BROWNSON LANE 98.5 Normal wear & tear4 BUBBAS BLUFF WESTCAVE ESTATES 100 Normal wear & tear4 BUCKSKIN TRAIL BUCKSKIN TRAIL 100 Normal wear & tear4 BUNNYRUN LANE 94 Normal wear & tear4 BURNT OAK DRIVE 91 Normal wear & tear4 BUTLER RANCH ROAD WESTERN WOODS 90 Normal wear & tear4 CACTUS CROSSING HILLS OF TEXAS 97.5 Normal wear & tear

4 CALITERRA PARKWAY CALITERRA 100 Normal wear & tear (Bridge #1) single-span prestressed concrete beam bridge; (Bridge #2) 3-simple-span prestressed concrete beam bridge


DRAFT

4 CALLE LARGO ARROYO RANCH 99 Normal wear & tear4 CALLE REAL ARROYO RANCH 96.5 Normal wear & tear4 CAMPO DE ORO ARROYO RANCH 96.5 Normal wear & tear4 CANTERBURY DRIVE BELTERRA 95 Normal wear & tear4 CANYON BEND DRIVE SUNSET CANYON 88.5 Normal wear & tear4 CANYON RIM DRIVE SUNSET CANYON 100 Normal wear & tear4 CANYON VIEW ROAD SUNSET CANYON 86 Normal wear & tear4 CANYONWOOD DRIVE NORTH SUNSET CANYON 85 Normal wear & tear4 CAPSTONE COURT CALITERRA 100 Normal wear & tear4 CARDINAL HILL FRIENDSHIP RANCH 97.5 Normal wear & tear4 CAROL ANN DRIVE CAROL OAKS 78.5 Normal wear & tear4 CARRIAGE HOUSE LANE HERITAGE OAKS 100 Normal wear & tear4 CARROL LANE HARMON HILLS 100 Normal wear & tear4 CARTMAN OVERLOOK DAKOTA MOUNTAIN ESTATES 100 Normal wear & tear4 CATALINA LANE BELTERRA 95 Normal wear & tear4 CATFISH COVE SAWYER RANCH 100 Normal wear & tear4 CEDAR PASS ROAD LANIER RANCH ADDITION 86 Normal wear & tear4 CHALLIS COURT BELTERRA 100 Normal wear & tear4 CHANCERY COURT BELTERRA 95 Normal wear & tear4 CHICA STREET LOS RANCHOS 99 Normal wear & tear4 CHRISTAL CAVE DRIVE GOLDENWOOD 100 Normal wear & tear4 CLAYTON COVE KOTHMANN 97.5 Normal wear & tear4 CLEAR CREEK LANE SUNSET CANYON 100 Normal wear & tear4 COACH HOUSE ROAD HERITAGE OAKS 100 Normal wear & tear4 COLE STREET HERITAGE COUNTRY 85 Normal wear & tear4 CONCORD CIRCLE WEST RADIANCE 78 Normal wear & tear4 CORK LANE BELTERRA 95 Normal wear & tear4 CORSICA LANE BELTERRA 95 Normal wear & tear4 COTTON ROAD HILLVIEW ADDITION 100 Normal wear & tear4 COTTONWOOD CREEK DRIVE SUNSET CANYON 100 Normal wear & tear4 COUNTRY LANE (PCT. 4) 97.5 Normal wear & tear4 COWAN LANE (CR227) 89 Normal wear & tear4 COYOTE RIDGE GOLDENWOOD WEST 95 Normal wear & tear4 CRAMPTON COVE BELTERRA 95 Normal wear & tear4 CREEK ROAD (CR190) 83.5 Normal wear & tear 7-span continuous concrete slab bridge 34 CREEKWOOD DRIVE SOUTH DRIFTWOOD FALLS ESTATES 100 Normal wear & tear4 CROSSCREEK DRIVE BEAR CREEK ESTATES 97.5 Normal wear & tear4 CROSSROADS DRIVE CROSSROADS ESTATES 91 Normal wear & tear4 CRUMLEY RANCH ROAD (CR185) 100 Normal wear & tear4 CRYSTAL HILL DRIVE GOLDENWOOD 81 Normal wear & tear 2 simple-span corrugated metal arch plate bridge 74 CRYSTAL WAY HILLS OF TEXAS 100 Normal wear & tear4 CYPRESS ROAD (CR225) 97 Normal wear & tear4 DAKOTA MOUNTAIN DRIVE DAKOTA MOUNTAIN ESTATES 100 Normal wear & tear4 DANIEL BOONE DRIVE (CR356) SILVER SPUR RANCHETTES 100 Normal wear & tear4 DARDEN HILL ROAD (CR162) 86 Normal wear & tear4 DARIO DRIVE CREEK ROAD RANCH 97.5 Normal wear & tear4 DAVY CROCKETT DRIVE SILVER SPUR RANCHETTES 88.5 Normal wear & tear4 DAWN VIEW SYCAMORE CREEK 94 Normal wear & tear4 DEER CREEK CIRCLE (CR200) DEER CREEK 90 Normal wear & tear4 DEERFIELD ROAD HAYS COUNTRY ACRES 95 Normal wear & tear4 DEERFOOT TRAIL FRIENDSHIP RANCH 97.5 Normal wear & tear4 DEERTRAIL DRIVE VALLEY VIEW ESTATES 94 Normal wear & tear4 DENISE COVE REUNION RANCH 100 Normal wear & tear4 DESCHUTES COURT BELTERRA 100 Normal wear & tear4 DOODLE BUG COVE SHADY VALLEY 95 Normal wear & tear4 DORSET LANE BELTERRA 95 Normal wear & tear4 DRURY LANE BELTERRA 100 Normal wear & tear4 EASTWARD LOOK WESTCAVE ESTATES 100 Normal wear & tear4 EASY STREET LOST VALLEY 100 Normal wear & tear4 EATON LANE BELTERRA 100 Normal wear & tear4 ECHO BLUFF FRIENDSHIP RANCH 97.5 Normal wear & tear4 ELDER HILL ROAD (CR170) 92.5 Normal wear & tear4 ELDER HILL ROAD NORTH (CR170) 83.5 Normal wear & tear4 ELLA LANE 91 Normal wear & tear4 EMMA LOOP REUNION RANCH 100 Normal wear & tear4 EMMANUELLE COURT CALITERRA 100 Normal wear & tear4 EMPIRE COURT BELTERRA 95 Normal wear & tear4 ENCHANTED OAKS DRIVE ONION CREEK RANCH 91 Normal wear & tear4 ESTATE CIRCLE HILLS OF TEXAS ESTATES 94 Normal wear & tear4 ESTES DRIVE BELTERRA 92.5 Normal wear & tear4 EVELYN COURT CALITERRA 100 Normal wear & tear4 EVERGREEN COVE WHISPERING OAKS 88.5 Normal wear & tear4 EVERGREEN WAY (FRIENDSHIP RANCH) FRIENDSHIP RANCH 97.5 Normal wear & tear4 EVERGREEN WAY (WHISPERING OAKS) WHISPERING OAKS 91.5 Normal wear & tear4 FARRELL LANE 63 Normal wear & tear4 FAWN MEADOW DRIVE HAYS COUNTRY ACRES 97.5 Normal wear & tear4 FAWNS CROSSING WESTCAVE ESTATES 100 Normal wear & tear4 FIELDSTONE LOOP FIELDSTONE 95 Normal wear & tear4 FINNEL COVE REUNION RANCH 100 Normal wear & tear4 FITZHUGH CORNERS FITZHUGH CORNERS 100 Normal wear & tear4 FITZHUGH ROAD (CR101) 83.5 Normal wear & tear4 FITZHUGH ROAD WEST (CR101) 86 Normal wear & tear4 FLAT BOAT CIRCLE SAWYER RANCH 100 Normal wear & tear4 FOOTHILLS DRIVE SUNSET CANYON 99 Normal wear & tear4 FOREST VIEW DRIVE GOLDENWOOD WEST 95 Normal wear & tear4 FOUR STAR BOULEVARD BUSH RANCH 100 Normal wear & tear4 FOX HOUND COVE SHADY VALLEY 95 Normal wear & tear4 FOX ROAD (CR387) THE HIGHLANDS EAST 95 Normal wear & tear4 FOX RUN DRIVE FOX RUN ESTATES 92.5 Normal wear & tear4 FRIENDSWOOD LANE FRIENDSHIP RANCH 97.5 Normal wear & tear4 GALLOWAY LANE BELTERRA 95 Normal wear & tear4 GANT ROAD LONGVIEW 92.5 Normal wear & tear4 GARRETT STREET HERITAGE COUNTRY 87.5 Normal wear & tear4 GATLIN CREEK ROAD (CR191) 91 Normal wear & tear4 GATLIN CREEK ROAD EAST (CR191) 86 Normal wear & tear

DRAFT

4 GLEN HAVEN PATH GOLDENWOOD 100 Normal wear & tear4 GLEN VALLEY DRIVE MEADOW OAKS 100 Normal wear & tear4 GLENN COVE KOTHMANN 97.5 Normal wear & tear4 GLOSSON RANCH ROAD 92.5 Normal wear & tear4 GOLDEN OAKS LANE GOLDENWOOD 100 Normal wear & tear4 GOLDENWOOD WAY GOLDENWOOD 100 Normal wear & tear4 GORDON ROAD 90 Normal wear & tear4 GRAFTON LANE BELTERRA 95 Normal wear & tear4 GRANDE STREET LOS RANCHOS 99 Normal wear & tear4 GRANITE LANE BELTERRA 100 Normal wear & tear4 GREEN OAK DRIVE DEER CREEK 95 Normal wear & tear4 GREENRIDGE LANE MEADOW OAKS 100 Normal wear & tear4 GREYSTONE ROAD GREYSTONE 94 Normal wear & tear4 HANNAH DRIVE DEERFIELD ESTATES 100 Normal wear & tear4 HARMON HILLS COVE (CR349) HARMON HILLS 100 Normal wear & tear4 HARMON HILLS ROAD (CR348) HARMON HILLS 97.5 Normal wear & tear4 HARMON HILLS ROAD (CR348) DOUGLAS ESTATES 97.5 Normal wear & tear4 HARRIS DRIVE BELTERRA 95 Normal wear & tear4 HART LANE HARMON HILLS 100 Normal wear & tear4 HAYS COUNTRY ACRES ROAD HAYS COUNTRY ACRES 95 Normal wear & tear4 HEATHER HILLS DRIVE HEATHER HILLS 100 Normal wear & tear4 HENLY LOOP (CR197) 100 Normal wear & tear4 HERITAGE DRIVE HERITAGE WEST 100 Normal wear & tear4 HERITAGE OAKS DRIVE HERITAGE OAKS 95 Normal wear & tear4 HIDDEN HILLS DRIVE SUNSET CANYON 92.5 Normal wear & tear4 HIDDEN SPRINGS LANE GOLDENWOOD 100 Normal wear & tear4 HIDEAWAY COVE HERITAGE WEST 97.5 Normal wear & tear4 HIGH PLAINS DRIVE SADDLETREE RANCH 100 Normal wear & tear4 HIGH POINT TRAIL MADRONE RANCH 100 Normal wear & tear4 HIGH VISTA CIRCLE HERITAGE WEST 97.5 Normal wear & tear4 HILL COVE LONGVIEW 91 Normal wear & tear4 HILL VIEW TRAIL HURLBUT RANCH EAST 95 Normal wear & tear4 HILLIARD ROAD (CR222) 86.5 Normal wear & tear4 HILLSIDE DRIVE (PCT. 4) MEADOW OAKS 100 Normal wear & tear4 HILLTOP DRIVE SPRINGLAKE 100 Normal wear & tear4 HILLVIEW CIRCLE HILLVIEW ADDITION 100 Normal wear & tear4 HITCHING POST DRIVE FOUR OAKS 94 Normal wear & tear4 HOLDER LANE (CR189) 96 Normal wear & tear4 HOLLY COURT BELTERRA 95 Normal wear & tear4 HOMESTEAD LANE HILLS OF SPRINGLAKE 100 Normal wear & tear4 HOMESTEAD ROAD BLANCO RIVER CROSSING 95 Normal wear & tear4 HORSESHOE DRIVE SADDLETREE RANCH 100 Normal wear & tear4 HUCK FINN TRAIL SAWYER RANCH 97.5 Normal wear & tear 2 - 8'x7' precast concrete multiple box culverts 74 HUCKS HIDEAWAY SAWYER RANCH 100 Normal wear & tear4 HURLBUT ROAD DOUGLAS ESTATES 100 Normal wear & tear4 JACKSDAW DRIVE REUNION RANCH 97.5 Normal wear & tear4 JAMES HALL ROAD (CR193) 34 Normal wear & tear4 JAYNE COVE REUNION RANCH 100 Normal wear & tear4 JOE HARPER COURT SAWYER RANCH 100 Normal wear & tear4 JULIEANNE COVE WALKING W RANCH 100 Normal wear & tear4 KATIE DRIVE REUNION RANCH 100 Normal wear & tear4 KELLY COVE KOTHMANN 91 Normal wear & tear4 KEMP HILLS DRIVE HILLS OF TEXAS 97.5 Normal wear & tear4 KENSINGTON LANE BELTERRA 95 Normal wear & tear4 KIDS COVE FIELDSTONE 100 Normal wear & tear4 KINGSTON WAY BELTERRA 95 Normal wear & tear4 KINLOCH COURT BELTERRA 95 Normal wear & tear4 KIRAS COURT BELTERRA 95 Normal wear & tear4 KIT CARSON (CR355) SILVER SPUR RANCHETTES 88.5 Normal wear & tear4 KOTHMANN ROAD KOTHMANN 88.5 Normal wear & tear4 LAKESHORE DRIVE WEST RIVER OAKS RANCH 90 Normal wear & tear4 LANDER LANE SADDLETREE RANCH 100 Normal wear & tear4 LARIAT CIRCLE SOUTH SADDLETREE RANCH 100 Normal wear & tear4 LARIAT LANE SADDLETREE RANCH 100 Normal wear & tear4 LAURA HUNTER LANE RYAN HILLS 100 Normal wear & tear4 LAUREL HILL STREET HERITAGE OAKS 100 Normal wear & tear4 LAUREN LANE RYANS WOODS 98 Normal wear & tear4 LEANING OAK TRAIL 97.5 Normal wear & tear4 LEDGE STONE DRIVE BUSH RANCH 100 Normal wear & tear4 LEXINGTON DRIVE BELTERRA 95 Normal wear & tear4 LIME KILN ROAD (CR225) 75 Normal wear & tear4 LITTLE BARTON DRIVE HILLS OF SPRINGLAKE 100 Normal wear & tear4 LITTLE SPRING LANE GOLDENWOOD WEST 95 Normal wear & tear4 LITTLETON DRIVE BELTERRA 100 Normal wear & tear4 LIVE OAK CIRCLE SUNSET CANYON 97.5 Normal wear & tear4 LIVEOAK CANYON ROAD 80 Normal wear & tear4 LONE CYPRESS COVE HOWARD RANCH 100 Normal wear & tear4 LONE DEER RUN GOLDENWOOD WEST 95 Normal wear & tear4 LONG CREEK ROAD HERITAGE OAKS 97.5 Normal wear & tear4 LONGMONT LANE BELTERRA 100 Normal wear & tear4 LONGVIEW CIRCLE LONGVIEW ADDITION 96.5 Normal wear & tear4 LONGVIEW ROAD LONGVIEW ADDITION 77.5 Normal wear & tear4 LONGWOOD ROAD HERITAGE OAKS 92.5 Normal wear & tear4 LOOKOUT HILL COVE SUNSET CANYON 100 Normal wear & tear4 LOOP 165 (CR165) 86 Normal wear & tear4 LOST VALLEY ROAD LOST VALLEY 66 Normal wear & tear4 LUPINE TRAIL (CR201) THE HIGHLANDS 96.5 Normal wear & tear4 LYCKMAN LANE SIGNAL HILLS 100 Normal wear & tear4 MADRONE MOUNTAIN WAY HILLS OF TEXAS ESTATES 94 Normal wear & tear4 MADRONE RANCH TRAIL MADRONE RANCH 100 Normal wear & tear4 MAEVES WAY BELTERRA 95 Normal wear & tear4 MANCHESTER LANE BELTERRA 95 Normal wear & tear4 MARGARET CIRCLE REUNION RANCH 100 Normal wear & tear4 MARTIN ROAD (CR188) 86 Normal wear & tear4 MARY ELISE WAY REUNION RANCH 100 Normal wear & tear

DRAFT

4 MASON DIXON CIRCLE WESTCAVE ESTATES 100 Normal wear & tear4 MCDOUGLAS COVE SAWYER RANCH 100 Normal wear & tear4 MCGREGOR LANE (CR187) 81 Normal wear & tear 4 - 9'x9' precast concrete multiple box culverts 74 MCKELLAR LANE CREEK ROAD RANCH 97.5 Normal wear & tear4 MEADOW CREEK DRIVE MEADOW CREEK RANCH 100 Normal wear & tear4 MEADOW OAKS DRIVE MEADOW OAKS 100 Normal wear & tear4 MEADOW RIDGE DRIVE MEADOW CREEK RANCH 98.5 Normal wear & tear4 MEADOW VIEW DRIVE (GOLDENWOOD WEST) GOLDENWOOD WEST 95 Normal wear & tear4 MEADOWS LANE MEADOW OAKS 100 Normal wear & tear4 MELINDA LANE 94 Normal wear & tear4 MENDOCINO LANE BELTERRA 100 Normal wear & tear4 MERION DRIVE BELTERRA 100 Normal wear & tear4 MERRYWOOD LANE VALLEY VIEW ESTATES 94 Normal wear & tear4 MESA VERDE DRIVE BELTERRA 92.5 Normal wear & tear4 MILLER LANE (SIGNAL HILLS)(PCT. 4) SIGNAL HILLS 100 Normal wear & tear4 MIRAFIELD LANE BELTERRA 95 Normal wear & tear4 MIRELA ANN ROAD WERTH 100 Normal wear & tear4 MISS ASHLEY STREET BELTERRA 95 Normal wear & tear4 MISS DONNA LANE SILVERADO 95 Normal wear & tear4 MISTY SLOPE LANE MEADOW OAKS 100 Normal wear & tear4 MONARCH LANE BELTERRA 100 Normal wear & tear4 MONTECITO BOULEVARD WESTCAVE ESTATES 100 Normal wear & tear4 MONTEVISTA COVE WESTCAVE ESTATES 100 Normal wear & tear4 MORGAN HILL DRIVE MEADOW OAKS 100 Normal wear & tear4 MT GAINOR ROAD (CR220)(PCT. 4) 92.5 Normal wear & tear4 MT GAINOR ROAD EAST (CR194) 86 Normal wear & tear4 MT OLIVE SCHOOL ROAD (CR245)(PCT. 4) 98.5 Normal wear & tear4 MYSTIC CREEK DRIVE MYSTIC OVERLOOK 100 Normal wear & tear4 MYSTIC OVERLOOK MYSTIC OVERLOOK 100 Normal wear & tear4 NANTUCKET CIRCLE BELTERRA 100 Normal wear & tear4 NAPLES LANE BELTERRA 95 Normal wear & tear4 NEWCASTLE COURT BELTERRA 95 Normal wear & tear4 NOAHS COURT BELTERRA 100 Normal wear & tear4 NORWOOD LOOP HURLBUT RANCH WEST 96 Normal wear & tear4 NORWOOD ROAD HURLBUT RANCH WEST 96 Normal wear & tear4 NUTTY BROWN ROAD (CR163) 92.5 Normal wear & tear4 OAK BRANCH DRIVE OAK RUN WEST 97.5 Normal wear & tear4 OAK CIRCLE SUNSET CANYON 100 Normal wear & tear4 OAK COURT RIVER OAKS RANCH 100 Normal wear & tear4 OAK CREST DRIVE SUNSET CANYON 100 Normal wear & tear4 OAK FOREST DRIVE (RIVER OAKS RANCH)(PCT. 4) RIVER OAKS RANCH 100 Normal wear & tear4 OAK FOREST DRIVE SOUTH RIVER OAKS RANCH 97.5 Normal wear & tear4 OAK GROVE DRIVE HILLS OF SPRINGLAKE 92.5 Normal wear & tear4 OAK GROVE ROAD (CR386)(PCT. 4) THE HIGHLANDS EAST 95 Normal wear & tear4 OAK LANE RIVER OAKS RANCH 100 Normal wear & tear4 OAK MEADOW DRIVE SUNSET CANYON 97.5 Normal wear & tear4 OAK MEADOWS OAK MEADOWS 98 Normal wear & tear4 OAK RIDGE DRIVE RIVER OAKS RANCH 92.5 Normal wear & tear4 OAK THICKET BLANCO RIVER CROSSING 95 Normal wear & tear4 OAKVIEW DRIVE HILLS OF SPRINGLAKE 100 Normal wear & tear4 OAKWOOD LANE SUNSET CANYON 92.5 Normal wear & tear4 OLD MILL DRIVE SAWYER RANCH 100 Normal wear & tear4 OLD PARK ROAD (CR196) 96 Normal wear & tear4 OLD RED RANCH ROAD VISTA GRANDE 91 Normal wear & tear4 OLD SETTLER ROAD BLANCO RIVER CROSSING 91.5 Normal wear & tear4 OLD STAGECOACH ROAD SOUTH (CR136) 85.5 Normal wear & tear Single-span prestressed concrete beam bridge 64 ONEILL RANCH ROAD ONEILL RANCH 100 Normal wear & tear4 ONION CREEK RANCH ROAD ONION CREEK RANCH 98.5 Normal wear & tear4 OVERLOOK COVE SYCAMORE VALLEY 82.5 Normal wear & tear4 OWL HOLLOW ROAD ROCKY RANCH ACRES 88 Normal wear & tear4 OWL HOLLOW ROAD EAST ROCKY RANCH ACRES 98 Normal wear & tear4 OXFORD COURT BELTERRA 95 Normal wear & tear4 PAGOSA COURT BELTERRA 95 Normal wear & tear4 PAISANO CIRCLE BOONDOCKS 80 Normal wear & tear4 PAISANO PASS BIG COUNTRY 69.5 Normal wear & tear4 PAISANO TRAIL BIG COUNTRY 85 Normal wear & tear4 PALISADE DRIVE BELTERRA 100 Normal wear & tear4 PALMER PATH WILDWOOD HILLS 86 Normal wear & tear4 PANORAMA DRIVE HILL CREEK WEST 90 Normal wear & tear4 PARK COVE MEADOW CREEK RANCH 100 Normal wear & tear4 PARK PLACE 96.5 Normal wear & tear4 PATRICKS WAY DRIVE HILLS OF SPRINGLAKE 100 Normal wear & tear4 PAULS VALLEY ROAD PAULS VALLEY 92.5 Normal wear & tear4 PEABODY PLACE DRIVE 93.5 Normal wear & tear4 PERSIMMON GROVE GOLDENWOOD WEST 95 Normal wear & tear4 PIEDRAS PASS ROCKY RANCH ACRES 90 Normal wear & tear4 PIER BRANCH ROAD SUNSET CANYON 100 Normal wear & tear4 PIONEER TRAIL (PCT. 4) PIONEER RANCH 82 Normal wear & tear4 PLANT LADY LANE PIONEER RANCH 2 83.5 Normal wear & tear4 POLLYS POINT SAWYER RANCH 100 Normal wear & tear4 POST OAK GLEN GOLDENWOOD 100 Normal wear & tear4 POST OAK LANE WOODLAND ESTATES 95 Normal wear & tear4 POST ROAD (CR140) 80.5 Normal wear & tear 3-simple-span prestressed concrete slab beam bridge 84 POTTERS POINT SAWYER RANCH 100 Normal wear & tear4 PRESCOTT DRIVE BELTERRA 100 Normal wear & tear 5'x4' precast concrete multiple box culverts 84 PROCHNOW ROAD (CR195) 91 Normal wear & tear4 PUG RIPPY ROAD CREEK ROAD RANCH 97.5 Normal wear & tear4 PUMP HOUSE ROAD (CR135) 92.5 Normal wear & tear4 PURSLEY ROAD (CR198) 97.5 Normal wear & tear4 QUAIL RIDGE DRIVE MEADOW CREEK RANCH 100 Normal wear & tear4 RAEFORD CROSSING HURLBUT RANCH WEST 94 Normal wear & tear4 REAVES ROAD 100 Normal wear & tear4 RED OAK COVE WHISPERING OAKS 100 Normal wear & tear4 REGAL OAKS SIGNAL HILLS 95 Normal wear & tear4 REUNION BLVD REUNION RANCH 97.5 Normal wear & tear Single-span corrugated metal pipe arch bridge 7

DRAFT

4 RIGHTWATER PRESERVE KUYKENDALL 97.5 Normal wear & tear4 RIO BRAVO LANE HILLS OF TEXAS 100 Normal wear & tear4 RIO ROBLES BLANCO RIVER CROSSING 99 Normal wear & tear4 RIVENDELL LANE GOLDENWOOD 100 Normal wear & tear4 RIVER RUN RIVER OAKS RANCH 100 Normal wear & tear4 ROBIN WAY BRIARWOOD 96.5 Normal wear & tear4 ROBINS RUN WILDWOOD HILLS 100 Normal wear & tear4 ROCKY RIDGE TRAIL BUSH RANCH 100 Normal wear & tear4 ROLAND LANE (CR137) 82 Normal wear & tear4 ROY CREEK LANE SUNSET CANYON 100 Normal wear & tear4 ROY CREEK LOOP HURLBUT RANCH EAST 41.5 Normal wear & tear4 ROY CREEK TRAIL HURLBUT RANCH EAST 96 Normal wear & tear4 RUGGED EARTH DRIVE BLUE SKY RANCH 100 Normal wear & tear4 RYAN ROAD RYANS WOODS 98 Normal wear & tear4 SADDLE BLANKET DRIVE SADDLETREE RANCH 100 Normal wear & tear4 SADDLEHORN DRIVE SADDLETREE RANCH 100 Normal wear & tear4 SADDLETREE LANE SADDLETREE RANCH 100 Normal wear & tear4 SAINT RICHIE LANE BELTERRA 95 Normal wear & tear4 SAND HILLS LANE BELTERRA 100 Normal wear & tear4 SANFORD LANE BELTERRA 95 Normal wear & tear4 SAWYER RANCH ROAD (CR164) 92.5 Normal wear & tear4 SCARLET RIDGE HERITAGE OAKS 100 Normal wear & tear4 SCENIC CIRCLE HILL CREEK WEST 100 Normal wear & tear4 SCENIC OAKS DRIVE GOLDENWOOD WEST 95 Normal wear & tear4 SCOTT STREET (CR186) 91.5 Normal wear & tear4 SENTINEL HILL DRIVE HERITAGE OAKS 100 Normal wear & tear4 SERENITY COURT BELTERRA 95 Normal wear & tear4 SHADYWOOD LANE MEADOW OAKS 100 Normal wear & tear4 SHANTIVANA TRAIL GOLDENWOOD 100 Normal wear & tear4 SHELTON RANCH ROAD 83.5 Normal wear & tear4 SHEPHERDS CORRAL WESTCAVE ESTATES 100 Normal wear & tear4 SHOSHONI TRAIL BIG COUNTRY 82.5 Normal wear & tear4 SIGNAL HILL ROAD (CR354) SIGNAL HILLS 100 Normal wear & tear4 SIGNAL HILL VIEW SIGNAL HILLS 100 Normal wear & tear4 SILVER CREEK ROAD (CR184) 100 Normal wear & tear4 SILVER SPUR DRIVE SILVERADO 92.5 Normal wear & tear4 SIX PINES ROAD SIX PINES 92.5 Normal wear & tear4 SPANISH OAK CIRCLE BEAR CREEK ESTATES 95 Normal wear & tear4 SPANISH OAK LANE SUNSET CANYON 100 Normal wear & tear4 SPRING COVE LONGVIEW 95 Normal wear & tear4 SPRING ROAD (CR141) 87.5 Normal wear & tear4 SPRING VALLEY DRIVE HILLS OF SPRINGLAKE 100 Normal wear & tear4 SPRINGLAKE CIRCLE SPRINGLAKE 100 Normal wear & tear4 SPRINGLAKE DRIVE SPRINGLAKE 81 Normal wear & tear4 SPYGLASS COVE BELTERRA 100 Normal wear & tear4 STACEY ANN COVE WALKING W RANCH 93 Normal wear & tear4 STAGELINE DRIVE BLANCO RIVER CROSSING 96.5 Normal wear & tear4 STEAMBOAT CROSSING SAWYER RANCH 100 Normal wear & tear4 STIRRUP DRIVE SADDLETREE RANCH 100 Normal wear & tear4 STRATTON COURT BELTERRA 95 Normal wear & tear4 SULLIVAN RIDGE DOUGLAS ESTATES 97.5 Normal wear & tear4 SUMMIT PASS BIG COUNTRY 72 Normal wear & tear4 SUNDANCE RIDGE DRIVE SUNSET CANYON 100 Normal wear & tear4 SUNDANCE TRAIL SADDLETREE RANCH 100 Normal wear & tear4 SUNDOWN RIDGE HERITAGE COUNTRY 90 Normal wear & tear4 SUNNYWOOD LANE VALLEY VIEW ESTATES 94 Normal wear & tear4 SUNSET CANYON DRIVE NORTH SUNSET CANYON 95 Normal wear & tear4 SUNSET CANYON DRIVE SOUTH SUNSET CANYON 98.5 Normal wear & tear4 SWEETWOOD TRAIL GOLDENWOOD 100 Normal wear & tear4 SYCAMORE CREEK DRIVE SYCAMORE VALLEY 63.5 Normal wear & tear4 SYCAMORE VALLEY ROAD SYCAMORE VALLEY 86 Normal wear & tear4 TABAGO COURT BELTERRA 100 Normal wear & tear4 TALL OAKS TRAIL HERITAGE OAKS 97.5 Normal wear & tear4 TAMARA TRAIL RYANS WOODS 98 Normal wear & tear4 TAOS TRAIL NORTHRIDGE 94 Normal wear & tear4 TED BURGER ROAD 90 Normal wear & tear4 TERRA SCENA TRAIL WERTH 100 Normal wear & tear4 TERRACE CANYON DRIVE SUNSET CANYON 100 Normal wear & tear4 TEXAS LONGHORN TRAIL MADRONE RANCH 100 Normal wear & tear4 TEXAS TRAIL HILLS OF TEXAS 100 Normal wear & tear4 THATCHERS COURT SAWYER RANCH 100 Normal wear & tear4 THOMASSEN RANCH ROAD THOMASSEN RANCH 93.5 Normal wear & tear4 THOUSAND OAKS LOOP (CR380) THOUSAND OAKS 87.5 Normal wear & tear4 THURMAN ROAD (CR385) THE HIGHLANDS EAST 92.5 Normal wear & tear4 TIGER LANE (CR239) 85 Normal wear & tear4 TIMBERLINE TRAIL SUNSET CANYON 56 Normal wear & tear4 TOLTEC COVE BLANCO RIVER CROSSING 95 Normal wear & tear4 TOM SAWYER ROAD SAWYER RANCH 95 Normal wear & tear4 TONKAWA COVE BLANCO RIVER CROSSING 95 Normal wear & tear4 TORRINGTON DRIVE BELTERRA 95 Normal wear & tear4 TORTUGA RACING LANE WESTCAVE ESTATES 100 Normal wear & tear4 TOWERING OAKS DRIVE OAKS AT GATLIN CREEK 100 Normal wear & tear4 TRAIL DRIVER BIG COUNTRY 79 Normal wear & tear4 TRAILS END (HERITAGE COUNTRY)(PCT. 4) HERITAGE COUNTRY 92.5 Normal wear & tear4 TRAUTWEIN ROAD (CR185) 77.5 Normal wear & tear4 TREBBLED WATERS TRAIL HOWARD RANCH 100 Normal wear & tear

4 TRINITY HILLS DRIVE BELTERRA 100 Normal wear & tear(Bridge #1) 3 - 6'x3' precast concrete multiple box culverts; (Bridge #2) 3 - 7'x3' precast concrete multiple box culverts


4 TWIDWELL DRIVE SHADY VALLEY 95 Normal wear & tear4 TWIN CREEK CIRCLE HILL CREEK WEST 100 Normal wear & tear4 TWIN CREEK ROAD TWIN CREEK 78.5 Normal wear & tear4 UPLAND DRIVE SUNSET CANYON 100 Normal wear & tear4 VAIL RIVER ROAD NORTHRIDGE 95 Normal wear & tear4 VALLEY RIDGE DRIVE HILLS OF SPRINGLAKE 97.5 Normal wear & tear4 VALLEY VIEW DRIVE (CR382) VALLEY VIEW ESTATES 94 Normal wear & tear4 VALLEY VIEW WEST DRIVE (CR383) VALLEY VIEW WEST 90.5 Normal wear & tear

DRAFT

4 VENICE COVE BELTERRA 100 Normal wear & tear4 VICTORIA COURT BELTERRA 95 Normal wear & tear4 VICTORIAN OAKS LANE SUNSET CANYON 100 Normal wear & tear4 VIEW RIDGE FRIENDSHIP RANCH 97.5 Normal wear & tear4 VINCAS SHADOW COURT HOWARD RANCH 100 Normal wear & tear4 VISTA OAKS DRIVE VISTA OAKS 100 Normal wear & tear4 WATERS EDGE COVE CALITERRA 100 Normal wear & tear4 WATERS VIEW COURT CALITERRA 100 Normal wear & tear4 WELLESLEY COURT BELTERRA 100 Normal wear & tear4 WELLINGTON DRIVE BELTERRA 100 Normal wear & tear4 WELLS FARGO TRAIL BIG COUNTRY 82 Normal wear & tear4 WELSHPOOL COURT BELTERRA 100 Normal wear & tear4 WEST CREEK DRIVE SUNSET CANYON 100 Normal wear & tear4 WESTCAVE BOULEVARD WESTCAVE ESTATES 100 Normal wear & tear4 WESTCAVE CIRCLE WESTCAVE ESTATES 100 Normal wear & tear4 WESTCAVE COVE WESTCAVE ESTATES 100 Normal wear & tear4 WESTCAVE CROSSING WESTCAVE ESTATES 100 Normal wear & tear4 WESTCAVE LOOP WESTCAVE ESTATES 100 Normal wear & tear4 WESTLAND RIDGE ROAD SUNSET CANYON 97.5 Normal wear & tear4 WESTVIEW TRAIL GOLDENWOOD WEST 100 Normal wear & tear4 WESTWARD LOOK WESTCAVE ESTATES 100 Normal wear & tear4 WETMORE LANE BELTERRA 95 Normal wear & tear4 WHISPERING VALLEY HAYS COUNTRY ACRES 100 Normal wear & tear4 WHITE ROCK COURT CALITERRA 100 Normal wear & tear4 WHITE WASH WAY SAWYER RANCH 97.5 Normal wear & tear4 WHITETAIL RIDGE ROAD 86 Normal wear & tear4 WHITETAIL RUN GOLDENWOOD WEST 95 Normal wear & tear4 WILDCAT HOLLOW DRIVE (CR150) LOMA VERDE 96.5 Normal wear & tear4 WILDWOOD CIRCLE (PCT. 4) GOLDENWOOD 100 Normal wear & tear4 WILDWOOD HILLS LANE WILDWOOD HILLS 86 Normal wear & tear4 WILLIAM COURT REUNION RANCH 100 Normal wear & tear4 WINCHESTER DRIVE SADDLETREE RANCH 100 Normal wear & tear4 WINDMILL ROAD SUNSET CANYON 100 Normal wear & tear4 WINDY HILLS ROAD KOTHMANN 86 Normal wear & tear4 WOODLAND DRIVE WOODLAND ESTATES 95 Normal wear & tear4 WOODLANDS TRAIL THE WOODLANDS 99 Normal wear & tear4 WREN HAVEN DRIVE 95 Normal wear & tear4 WYNNPAGE DRIVE CALITERRA 100 Normal wear & tear

(2)

AMOUNTPrecinct 1 $928,800

Precinct 2 $1,405,100

Precinct 3 $498,200

Precinct 4 $808,300$3,640,400

(3)

Precinct 1 No traffic control devices defaced or torn down.




(4)

Precinct 1 No new roads to accept in 2021.

Precinct 2 Shadow Creek Ph.5, Sec.1; Shadow Creek Ph.6, Sec.1; Great Hills Sec.7, Sunfield Ph.3, Sec.3; Satterwhite Ridge; Sunfield Ph.3, Sec.2; Sunfield Ph.3, Sec.4; Sunfield Ph.2, Sec.8, Sunfield Ph.2, Sec.11

Precinct 3 La Cima Ph.1

Precinct 4 Caliterra Ph.2, Sec.7; Parten Ranch Ph.1; Belterra Village Ph.1; 6 Creeks Ph.1, Sec.1; Reunion Ranch Ph.3, Sec.2; Reunion Ranch Ph.3, Sec.5

(5)

Precinct 1 All bridges, culverts & other improvements that are not listed on the FY 2021 Transportation Dept. Capital Improvement Projects List are in good condition.




FY 2021 TOTAL ESTIMATED ROAD EXPENSES

TRAFFIC CONTROL DEVICES DEFACED OR TORN DOWN.

NEW ROADS TO BE OPENED (COUNTY-MAINTAINED)

BRIDGES, CULVERTS & OTHER IMPROVEMENTS NECESSARY FOR GOOD CONDITION

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AGENDA ITEM

Discussion and possible action to call for a public hearing on June 15, 2021 to establish a "No Parking" zone in front of the park gate & driveway on Edgewater Drive along the Blanco River.


ACTION-ROADS June 1, 2021

LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:



Jerry Borcherding SHELL N/A

SUMMARY

In response to vehicles parking in front of the park gate & driveway for access to the Blanco River, a No Parking zone is needed for that side of Edgewater Drive with signage within the ROW on both sides of the driveway.

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AGENDA ITEM

Hold a public hearing with possible action to establish a "No Dumping" zone along both sides of Elm Grove Lane between FM 1626 and the cul-de-sac.



LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:



Jerry Borcherding JONES N/A

SUMMARY

In response to multiple instances of household trash dumping along both sides of Elm Grove Lane back to, and including, the cul-de-sac, there is a need to establish a "No Dumping" zone with signage within the ROW.

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AGENDA ITEM

Discussion and possible action to consider the acceptance of road construction & drainage improvements, release of the construction bond #70NGP184872 in the amount of $3,026,133.00, accept the 2-year maintenance bond #135515C in the amount of $284,666.74, and accept the 5-year pavement maintenance bond #30114353 in the amount of $23,492.81 for Hymeadow subd., Phase 1, Section 2.



LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:




SUMMARY

Staff recommends acceptance of construction of roads and drainage improvements within the County ROW, and all regulatory signage as posted. An engineer's concurrence letter and as-built construction plans have been received. The Transportation Department has inspected and approved the improvements and will monitor the revegetation efforts for all disturbed areas within County ROW.

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AGENDA ITEM

Discussion and possible action to consider the acceptance of road construction & drainage improvements, release of the subdivision bond #7901052373 in the amount of $724,309.50, accept the 2-year maintenance bond #135518C in the amount of $89,741.66, and accept the 5-year pavement maintenance bond #30114350 in the amount of $14,379.44 for Trails at Windy Hill subd., Phase 3.



LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:



Jerry Borcherding JONES N/A

SUMMARY

Staff recommends acceptance of construction of roads and drainage improvements within the County ROW, and all regulatory signage as posted. An engineer's concurrence letter and as-built construction plans have been received. The Transportation Department has inspected and approved the improvements and will monitor the revegetation efforts for all disturbed areas within County ROW.

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AGENDA ITEM

Discussion and possible action to authorize the County Judge to execute Contract Amendment No. 2 in the amount of $32,000.00 to the Professional Services Agreement between Hays County and Doucet & Associates, Inc. for the Darden Hill Road (FM1826 to Sawyer Ranch Road) widening and turn lanes project as part of the Hays County Road Bond Program.


ACTION-ROADS June 1, 2021 $32,000.00

LINE ITEM NUMBER

Road Bonds

AUDITOR USE ONLY

AUDITOR COMMENTS:



Jerry Borcherding, Transportation Director SMITH N/A

SUMMARY

The requested Contract Amendment increases the contract compensation cap by $32,000.00 from $726,000.00 to $758,000.00. This will allow for the execution of Supplemental #3 to Work Authorization #1 which authorizes revisions to the current design on the west-leg of the proposed roundabout, required due to changes to the limits of the proposed ROW for the O.C. Ranch property. The proposed work includes additional environmental assessment revisions to the project due to the revised geometry in the west-leg of the project. The supplemental budget will also account for the change in the project pavement section and the revised traffic control plan. The cap increase also includes budget for construction phase services when necessary. This effort will be funded through the 2016 Road Bond Program project number 20-867-034. DRAFT

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mawalters

MJW

mawalters

Typewritten Text

5/24/2021




AGENDA ITEM

Discussion and possible action to authorize the County Judge to execute Change Order No. 2 in the amount of $27,000 for the Professional Services Agreement between Hays County and Pape-Dawson Engineers, Inc. related to the Fischer Store Road Safety Improvements project as part of the Hays County Road Bond Program and authorize a discretionary exemption pursuant to Texas Local Government Code Ch. 262.024(a)(4).


ACTION-ROADS June 1, 2021 $27,000

LINE ITEM NUMBER

020-710-00-771.5621_400

AUDITOR USE ONLY

AUDITOR COMMENTS:



Jerry Borcherding, P.E., Transportation Director SHELL N/A

SUMMARY

The requested change order increases the contract amount by $27,000.00 from $59,630.00 to $86,630.00. This will cover the costs for the additional TxDOT reviews, pavement design modifications, and comments necessitating design revisions after the 100% submittal that were not originally anticipated. Updates to the construction documents for subsequent re-submittal to TxDOT on the Fischer Store Road at RM 2325 Safety Improvements [15-771-020] Road Bond Project will be funded by the Transportation Department. The Change Order also established a contract completion date of January 31, 2022.

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5/25/21

5/25/2021

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ATTACHMENT “A”

PROPOSED SCOPE OF SERVICES for

FISCHER STORE ROAD TURN LANE IMPROVEMENTS HAYS COUNTY, TEXAS

PURPOSE

The purpose of this Proposed Scope of Services is to delineate the professional services that Pape-Dawson (Engineer) and its Sub-consultants will provide to Hays County for the development of Preliminary Design documents, PS&E documents, and other related or associated services outlined in this document for the Fischer Store Road Turn Lane Improvements. Our proposed scope of services and associated fees are as follows:

I. PROJECT MANAGEMENT (TASK 501) $ 19,000.00

This phase includes project management, subconsultant coordination and management, and other coordination associated with the project including utility coordination.

II. ROW AND SURVEYING SERVICES (TASK 108) $ 12,000.00 The Engineer to provide ROW documents matching modified property ownership conditions that replace previously submitted ROW documents. A. Right-of-Way Surveying:

• Sufficient boundary research and field recovery to be performed in accordance with the Texas Society of Professional Surveyors Manual of Practice in order to generate a signed and sealed right-of-way parcel drawing, and description for right-of-way parcels necessary to accomplish the proposed widening of Fischer Store Road, south of RM 2325, estimated to be approximately 1,000-feet in length, originating at the intersection of RM 2325 and Fischer Store Road.

• Right-of-way survey deliverables to be comprised of signed and sealed right-of-way parcel drawings and descriptions, which will include an overall parent tract sketch, the parent tract remainder acreage and numbered calls within the metes and bounds description to be consistent with current TxDOT requirements.

B. Quality Assurance/Quality Control/Management- Provide QA/QC of survey work for the project.

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Mr. Jerry Borcherding, P.E. Hays County Road and Bridge Division Additional Service Request No. 2 May 14, 2021 (Revised May 25, 2021) Page 2 of 7

Page 2 of 7

III. DEVELOP PLANS, SPECIFICATIONS AND ESTIMATES (PS&E) (100% DESIGN)

(TASK 301) $ 7,000.00 The Engineer shall update the previously submitted 95% plans and documents to a 100% level of design.

A. General plan sheets including the Title Sheet, General Notes, Typical Sections and

Horizontal Alignment Sheets to be prepared per TxDOT standards.

B. Plan sheets (1”=100’) to be developed including features such as roadway alignment, pavement widths, pavement and subgrade depths, normal cross-slope, side slopes, retaining walls (if needed), and erosion (channel stabilization) details. The turn lane length to be designed according to TxDOT approved TIA, provided by in the previous tasks.

C. Drainage plans (1”=100’) to be prepared per TxDOT requirements.

D. Signing And Pavement Marking Plan (1”=100’)

• Existing signing will be moved to temporary locations during construction and reset to new locations as part of the construction. New signs will be placed as required. Speed limit signs and their locations are to be determined by others. Signing quantities will be prepared at the 90% submittal.

• Pavement markings will be designed in accordance with the Texas Manual on Uniform Traffic Control Devices and the Texas Department of Transportation Standard Details. Pavement markings will be shown for the entire length of the project on layout sheets. Pavement marking quantity list will be prepared for the 90% submittal.

E. Traffic Control and Construction Phasing Plan (1”=100’)

• Traffic control plans to be prepared showing construction phasing to maintain traffic through the project per TxDOT requirements. Typical cross sections showing staging methods will be shown on the drawings. Traffic control details showing special barrier locations, signing, and stage surfacing will be prepared. Construction staging plans delineating areas under traffic, under construction, under construction and traffic, and roadway obliteration will be prepared.

F. Quantity Summary Sheet

Engineer to prepare one quantity summary sheet listing the quantities determined for this project in table form. The table to list the bid code, estimated quantities, and pay unit.

G. Erosion control plans to be prepared per TxDOT standards.

H. A detailed quantity takeoff to be performed for a unit price bid. An engineer’s estimate of

the probable construction cost will be provided based on the quantity takeoff.

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Page 3 of 7

I. Upon completion of the design drawings, Engineer to submit the plans, and specifications to TxDOT for review.

J. A draft project construction manual to be prepared and to include the bid schedule, list of

specifications, special specifications and other pertinent documents as necessary for the use of project bidding.

K. Utility Coordination

Engineer will identify conflicts between existing utilities in the project area and new facilities associated with the proposed project. The utility companies will be responsible for preparing design solutions for their affected utilities. Utility coordination will be coordinated through TxDOT or directly with the utility companies. This task will include the following activities:

• Each utility company will be contacted for plans showing the location of their existing

and planned facilities. • Provide developed utility plans (hard copy and electronic) to utility companies at the 95

percent complete stage, and at the final plan stage (100%) showing proposed improvements with all conflicts clearly identified.

• Formally request solutions to mitigate the impacts to their facilities. • Coordinate with utility companies and obtain utility relocation designs and proposed

relocation dates.

L. Finalize Plans and Estimates • After incorporating TxDOT’s comments, finalize PS&E (signed and sealed) for

construction. • The project construction manual will be finalized for bidding.

IV. CONSTRUCTION ADMINISTRATION (TASK 401) $ 12,630.00

A. Bid Phase • Engineer will provide assistance to Hays County in responding to questions from

contractors and prepare contract addenda as necessary. Engineer will attend one pre-bid meeting. Engineer will also provide assistance with the tabulation and evaluation of bids received from contractors if required by Hays County.

• Engineer will provide Hays County with a written recommendation as to the “lowest responsive bidder”.

B. Construction Support Services • Attend the pre-construction meeting with TxDOT and Contractor as well as site

meetings for construction. (One consultant representative will attend up to 6 meetings at 5 hours per meeting. Preparation and follow up for each site visit is included for 2 hours per meeting).

• Review and approve all shop drawing submittals.

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Page 4 of 7

• Respond to all design clarifications and review RFI’s as necessary. THIS PROPOSAL ASSUMES AND/OR EXCLUDES THE FOLLOWING: ♦ Quality control and material testing services during construction

♦ Gas, telephone, cable and/or electric design

♦ Filing fees, permit fees and TxDOT review fees

♦ Construction staking

♦ Review of Engineers certificates. The Design Professional shall not be required to execute any documents subsequent to the signing of this Agreement that in any way might, in the sole judgment of the Design Professional, increase the Design Professional's risk or the availability or cost of his or her professional or general liability insurance

♦ Negotiations with adjacent property owners

♦ Public Involvement

♦ Preparation of TxDOT or Hays County as-built plans proceeding construction.

♦ Signal plans or signal warrant study

♦ Illumination design

♦ Traffic Studies

V. SUMMARY

I. Project Management Task 501 $ 19,000.00 II. ROW and Surveying Services Task 108 $ 12,000.00 III. Develop Plans, Specifications, and Estimates Task 301 $ 7,000.00 IV. Construction Administration Task 401 $ 12,630.00 Total: $ 50,630.00

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Page 5 of 7

SUPPLEMENTAL WORK AUTHORIZATION #1 for


Additional services listed below reference the original contract (Attachment A). Per this SWA, we will provide the following:

Task 108 – Surveying Services for revising ROW acquisition and utility easement documents for the property along the east side of Fischer Store Rd. This includes creating one-additional ROW acquisition document and one-additional utility easement document for the new property created due to the original property being sold and divided into multiple parcels.

a. Right-of-way surveying b. Right-of-way Documents c. Utility Easement Documents

II. Task 2 – ROW and Surveying Services 108 Right-of-Way Surveying $9,000.00 Subtotal Task 2 $9,000.00 TOTAL FEE $ 59,630.00

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Page 6 of 7

SUPPLEMENTAL WORK AUTHORIZATION #2 for


Additional services listed below reference the original contract (Attachment A). Per this SWA, we will provide the following: I. PROJECT MANAGEMENT (TASK 501) $ 5,000.00

110 Project Coordination The Engineer shall pay the TCEQ review fee on behalf of the County for environmental clearance and approval.

II. DEVELOP PLANS, SPECIFICATIONS AND ESTIMATES (PS&E) (100% DESIGN) (TASK 301) $ 22,000.00

310 PS&E Development

The Engineer shall update the previously submitted 100% plans and documents and re-submit the 100% design package twice per separate TxDOT modification requests to the pavement and typical section after final plans had been reviewed and submitted. Modifications include adjustments to the proposed profile which required modifications to H&H computations, 3D modeling and grading, cross sections, and quantities. Modifications are required to the following plan sheets and documents:

• Summary sheets • Project Layout • General Notes Sheets • Typical Sections • Roadway Plan and Profile Sheets • Intersection Detail Sheets • Miscellaneous Roadway Details • Culvert Layout Sheets • Hydraulic Data Sheets • Cross Section Sheets • TxDOT Standard Details • Engineer’s opinion of probably cost • List of governing specifications • Bid tabs • Form 1002 • General Notes

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Page 7 of 7

• Project Manual III. SUMMARY

I. Task 1 – Project Management Task 501 110 Project Coordination $ 5,000.00 Subtotal Task 1 $ 5,000.00

II. Task 2 – Develop Plans, Specifications, and Estimates (PS&E)

Task 301

310 PS&E Development $ 22,000.00 Subtotal Task 3 $ 22,000.00

III. Total $ 27,000.00

A budget increase of $27,000.00 is the estimated cost of Pape-Dawson's current understanding of the additional services identified above, for a new project budget of $86,630.00. We also request to extend the contract duration 264 days from today’s date of May 12, 2021, setting the contract termination date to January 31, 2022. We appreciate the opportunity to work with you on this project. If you concur with this request, please acknowledge your approval by signing in the space provided below and returning this letter to our office via email, fax, or US Mail for our records. If you have questions or need additional information, please do not hesitate to contact me at your earliest convenience. Sincerely, Pape-Dawson Engineers, Inc. HAYS COUNTY ROAD AND BRIDGE DIVISION Dennis Seal, P.E. Signature: Vice President Name: Title: Date: Cc: Antonio Rodriguez, HNTB Attachment - ASR 2 Fee Schedule O:\Marketing\Proposals\Letters\2021\05\210512b7 (P1913-21) AUS ASR 2 R1.docx

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AGENDA ITEM

Discussion and possible action to authorize the County Judge to execute a Professional Services Agreement between Hays County and Cobb, Fendley & Associates, Inc. to provide right-of-way acquisition services for the RM 3237 Safety Improvements project in Precinct 3, granting an exemption to formal procurement pursuant to Texas Local Government Code Section 262.024(a)(4) (professional services) and amend the budget accordingly.


ACTION-ROADS June 1, 2021 $50,000.00

LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:



Jerry Borcherding, P.E., Transportation Director SHELL N/A

SUMMARY

The RM 3237 Safety Improvements project from RM 150 to RM 12 is currently under design and requires right-of-way (ROW) acquisition services. Cobb, Fendley & Associates, Inc. was selected by Commissioners Court action on April 27, 2021 to provide the requested services for the RM 3237 Safety Improvements project. The Work Authorization #1 in the amount of $41,681.00 will authorize these ROW acquisition services for an estimated two parcels and be funded by the Transportation Department. The process to initially select an engineering consultant to negotiate a scope of work and fee proposal, with subsequent action by the Hays County Commissioners Court to approve the contract integrating the negotiated scope of work and fee proposal, follows the process set forth in the Hays County Purchasing Policy and Procedures Manual, revised May 30, 2017. BUDGET AMENDMENT: Decrease 020-710-00.5351 $50,000 Increase 020-710-00-767.5632_400 $50,000 DRAFT

Engineering Services Contract – Hays County 2016 Road Bond Program (080117)

HAYS COUNTY

CONTRACT FOR ENGINEERING SERVICES

FIRM: Cobb, Fendley and Associates, Inc. (“Engineer”) ADDRESS: 320 Barnes Drive, Suite 106, San Marcos, Texas 78666 PROJECT: RM 3237 Improvements, CSJ 0805-04-033 (“Project”) THE STATE OF TEXAS § § COUNTY OF HAYS § THIS CONTRACT FOR ENGINEERING SERVICES (“Contract”) is made and entered into, effective as the date of the last party’s execution hereinbelow, by and between Hays County, Texas, a political subdivision of the State of Texas, whose offices are located at 111 E. San Antonio Street, Suite 300, San Marcos, Texas, 78666 (hereinafter referred to as “County”), and Engineer, and such Contract is for the purpose of contracting for professional engineering services.

RECITALS: WHEREAS, V.T.C.A., Government Code §2254.002(2)(A)(vii) under Subchapter A entitled “Professional Services Procurement Act” provides for the procurement by counties of services of professional engineers; and WHEREAS, County and Engineer desire to contract for such professional engineering services; and WHEREAS, County and Engineer wish to document their agreement concerning the requirements and respective obligations of the parties; NOW, THEREFORE, WITNESSETH: That for and in consideration of the mutual promises contained herein and other good and valuable considerations, and the covenants and agreements hereinafter contained to be kept and performed by the respective parties hereto, it is agreed as follows:

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ARTICLE 1

CONTRACT DOCUMENTS AND APPLICABLE PROJECT DOCUMENTS

A. Contract Documents. The Contract Documents consist of this Contract, any exhibits attached hereto (which exhibits are hereby incorporated into and made a part of this Contract), any fully executed Work Authorizations; any fully executed Supplemental Work Authorizations and all fully executed Contract Amendments (as defined herein in Article 14) which are subsequently issued. These form the entire contract, and all are as fully a part of this Contract as if attached to this Contract or repeated herein.

B. Project Documents. In addition to any other pertinent and necessary Project

documents, the following documents shall be used in the development of the Project:

A. TxDOT 2011 Texas Manual of Uniform Traffic Control Devices for Streets and Highways, including latest revisions

B. Texas Department of Transportation's Standard Specifications for Construction of Highways, Streets, and Bridges, 2014 (English units)

C. National Environmental Policy Act (NEPA) D. Texas Accessibility Standards (TAS) of the Architectural Barriers Act, Article

9102, Texas Civil Statutes, Effective April 4, 1994, including latest revisions E. Americans with Disabilities Act (ADA) Regulations F. U.S. Army Corps Regulations G. International Building Code, current edition as updated H. Hays County Design Criteria & Project Development Manual, latest edition I. Hays County Multi-Corridor Transportation Plan Project Level Environmental

Review and Compliance Protocol, latest edition J. Hays County Protocol for Sustainable Roadsides, latest edition K. TxDOT Bridge Design Manual - LRFD, latest edition L. TxDOT Geotechnical Manual, latest edition

ARTICLE 2

NON-COLLUSION; DEBARMENT; AND FINANCIAL INTEREST PROHIBITED

A. Non-collusion. Engineer warrants that he/she/it has not employed or retained any

company or persons, other than a bona fide employee working solely for Engineer, to solicit or secure this Contract, and that he/she/it has not paid or agreed to pay any company or engineer any fee, commission, percentage, brokerage fee, gifts, or any other consideration, contingent upon or resulting from the award or making of this Contract. For breach or violation of this warranty, County reserves and shall have the right to annul this Contract without liability or, in its discretion and at its sole election, to deduct from the contract price or compensation, or to otherwise recover, the full amount of such fee, commission, percentage, brokerage fee, gift or contingent fee.

B. Debarment Certification. Engineer must sign the Debarment Certification

enclosed herewith as Exhibit A.

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C. Financial Interest Prohibited. Engineer covenants and represents that Engineer,

his/her/its officers, employees, agents, consultants and subcontractors will have no financial interest, direct or indirect, in the purchase or sale of any product, materials or equipment that will be recommended or required for the construction of the Project.

ARTICLE 3 ENGINEERING SERVICES

Engineer shall perform Engineering Services as identified in Exhibit B entitled “Engineering Services.”

County will prepare and issue Work Authorizations, in substantially the same form identified and attached hereto as Exhibit C and entitled “Work Authorization No. ____”, to authorize the Engineer to perform one or more tasks of the Engineering Services. Each Work Authorization will include a description of the work to be performed, a description of the tasks and milestones, a work schedule for the tasks, definite review times by County and Engineer of all Engineering Services and a fee amount agreed upon by the County and Engineer. The amount payable for a Work Authorization shall be supported by the estimated cost of each work task as described in the Work Authorization. The Work Authorization will not waive the Engineer’s responsibilities and obligations established in this Contract. The executed Work Authorizations shall become part of this Contract.

All work must be completed on or before the date specified in the Work Authorization.

The Engineer shall promptly notify the County of any event which will affect completion of the Work Authorization, although such notification shall not relieve the Engineer from costs or liabilities resulting from delays in completion of the Work Authorization. Should the review times or Engineering Services take longer than shown on the Work Authorization, through no fault of Engineer, Engineer may submit a timely written request for additional time, which shall be subject to the approval of the County. Any changes in a Work Authorization shall be enacted by a written Supplemental Work Authorization before additional costs may be incurred. Any Supplemental Work Authorization must be executed by both parties within the period specified in the Work Authorization.

ARTICLE 4

CONTRACT TERM

A. Term. The Engineer is expected to complete the Engineering Services described herein in accordance with the above described Work Authorizations or any Supplemental Work Authorization related thereto. If Engineer does not perform the Engineering Services in accordance with each applicable Work Authorization or any Supplemental Work Authorization related thereto, then County shall have the right to terminate this Contract as set forth below in Article 20. So long as the County elects not to terminate this Contract, it shall continue from day to day until such time as the Engineering Services are completed in accordance with each applicable Work Authorization or any Supplemental Work Authorization related thereto. Any Engineering Services performed or costs incurred after the date of termination shall not be eligible for reimbursement. Engineer shall

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notify County in writing as soon as possible if he/she/it determines, or reasonably anticipates, that the Engineering Services will not be completed in accordance with an applicable Work Authorization or any Supplemental Work Authorization related thereto.

B. Work Authorizations. Engineer acknowledges that each Work Authorization is

of critical importance, and agrees to undertake all reasonably necessary efforts to expedite the performance of Engineering Services required herein so that construction of the Project will be commenced and completed as scheduled. In this regard, and subject to adjustments in a particular Work Authorization, as provided in Article 3 herein, Engineer shall proceed with sufficient qualified personnel and consultants necessary to fully and timely accomplish all Engineering Services required under this Contract in a professional manner.

C. Commencement of Engineering Services. After execution of this Contract,

Engineer shall not proceed with Engineering Services until Engineer has been thoroughly briefed on the scope of the Project and has been notified in writing by the County to proceed, as provided in Article 8.

ARTICLE 5 COMPENSATION AND EXPENSES

County shall pay and Engineer agrees to accept up to the amount shown below as full compensation for the Engineering Services performed and to be performed under this Contract. The basis of compensation for the services of principals and employees engaged in the performance of the Engineering Services shall be based on the Rate Schedule set forth in the attached Exhibit D. The maximum amount payable under this Contract, without modification, is Fifty Thousand Dollars ($50,000.00) (the “Compensation Cap”), provided that any amounts paid or payable shall be solely pursuant to a validly issued Work Authorization or any Supplemental Work Authorization related thereto. In no event may the aggregate amount of compensation authorized under Work Authorizations and Supplemental Work Authorizations exceed the Compensation Cap. The Compensation Cap shall be revised equitably only by written Contract Amendments executed by both parties in the event of a change the overall scope of the Engineering Services set forth in Exhibit B, as authorized by County.

The Compensation Cap is based upon all labor and non-labor costs estimated to be required in the performance of the Engineering Services provided for under this Contract. Should the actual costs of all labor and non-labor costs rendered under this Contract be less than the above stated Compensation Cap, then Engineer shall receive compensation for only actual fees and costs of the Engineering Services actually rendered and incurred, which may be less than the above stated Compensation Cap. The Compensation Cap herein referenced may be adjusted for Additional Engineering Services requested and performed only if approved by a written Contract Amendment signed by both parties.

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Engineer shall prepare and submit to County monthly progress reports in sufficient detail to support the progress of the Engineering Services and to support invoices requesting monthly payment. The format for such monthly progress reports and invoices must be in a format acceptable to County. Satisfactory progress of Engineering Services shall be an absolute condition of payment. Engineer shall be reimbursed for actual non-labor and subcontract expenses incurred in the performance of the services under this Contract at the Engineer’s invoice cost. Invoices requesting reimbursement for costs and expenditures related to the Project (reimbursables) must be accompanied by copies of the provider’s invoice. The copies of the provider’s invoice must evidence the actual costs billed to Engineer without mark-up.

ARTICLE 6 METHOD OF PAYMENT

Payments to Engineer shall be made while Engineering Services are in progress. Engineer shall prepare and submit to County’s Road Bond Program Manager, not more frequently than once per month, a progress report as referenced in Article 5 above. Such progress report shall state the percentage of completion of Engineering Services accomplished for an applicable Work Authorization or any Supplemental Work Authorization related thereto during that billing period and to date. This submittal shall also include a progress assessment report in a form acceptable to the County Auditor. Simultaneous with submission of such progress report, Engineer shall prepare and submit one (1) original of a certified invoice to the County Auditor in a form acceptable to the County Auditor. All invoices submitted to County must, at a minimum, be accompanied by an original complete packet of supporting documentation and time sheets detailing hours worked by staff persons with a description of the work performed by such persons. For Additional Engineering Services performed pursuant to this Contract, a separate invoice or itemization of the Additional Engineering Services must be presented with the same aforementioned requirements. Payments shall be made by County based upon Engineering Services actually provided and performed. Upon timely receipt and approval of each statement, County shall make a good faith effort to pay the amount which is due and payable within thirty (30) days of the County Auditor’s receipt. County reserves the right to reasonably withhold payment pending verification of satisfactory Engineering Services performed. Engineer has the responsibility to submit proof to County, adequate and sufficient in its determination, that tasks of an applicable Work Authorization or any Supplemental Work Authorization related thereto were completed. The certified statements shall show the total amount earned to the date of submission and shall show the amount due and payable as of the date of the current statement. Final payment does not relieve Engineer of the responsibility of correcting any errors and/or omissions resulting from his/her/its negligence.

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Upon submittal of the initial invoice, Engineer shall provide the County Auditor with an Internal Revenue Form W-9, Request for Taxpayer Identification Number and Certification that is complete in compliance with the Internal Revenue Code, its rules and regulations.

ARTICLE 7 PROMPT PAYMENT POLICY

In accordance with Chapter 2251, V.T.C.A., Texas Government Code, payment to

Engineer will be made within thirty (30) days of the day on which the performance of services was complete, or within thirty (30) days of the day on which the County Auditor receives a correct invoice for services, whichever is later.

Engineer may charge a late fee (fee shall not be greater than that which is permitted by

Texas law) for payments not made in accordance with this prompt payment policy; however, this policy does not apply in the event:

A. There is a bona fide dispute between County and Engineer concerning the supplies, materials, or equipment delivered or the services performed that causes the payment to be late; or

B. The terms of a federal contract, grant, regulation, or statute prevent County from making a timely payment with federal funds; or

C. There is a bona fide dispute between Engineer and a subcontractor/subconsultant or between a subcontractor/subconsultant and its supplier concerning supplies, materials, or equipment delivered or the Engineering Services performed which causes the payment to be late; or

D. The invoice is not mailed to the County Auditor in strict accordance with instructions, if any, on the purchase order, or this Contract or other such contractual agreement.

The County Auditor shall document to Engineer the issues related to disputed invoices within ten (10) calendar days of receipt of such invoice. Any non-disputed invoices shall be considered correct and payable per the terms of Chapter 2251, V.T.C.A., Texas Government Code.

ARTICLE 8

COMMENCEMENT OF ENGINEERING SERVICES The Engineer shall not proceed with any task of the Engineering Services until Engineer has been thoroughly briefed on the scope of the Project and instructed, in writing by the County, to proceed with the applicable Engineering Services. The County shall not be responsible for work performed or costs incurred by Engineer related to any task for which a Work Authorization or a Supplemental Work Authorization related thereto has not been issued and signed by both parties. Engineer shall not be required to perform any work for which a Work Authorization or a Supplemental Work Authorization related thereto has not been issued and signed by both parties.

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ARTICLE 9 PROJECT TEAM

County’s Designated Representative for purposes of this Contract is as follows:

County’s Road Bond Program Manager Attn: Michael Weaver HNTB Corporation 701 Brazos, Suite 450 Austin, Texas 78701

County shall have the right, from time to time, to change the County’s Designated Representative by giving Engineer written notice thereof. With respect to any action, decision or determination which is to be taken or made by County under this Contract, the County’s Designated Representative may take such action or make such decision or determination or shall notify Engineer in writing of an individual responsible for and capable of taking such action, decision or determination and shall forward any communications and documentation to such individual for response or action. Actions, decisions or determinations by the County’s Designated Representative on behalf of County shall be done in his or her reasonable business judgment unless express standards or parameters therefor are included in this Contract, in which case, actions taken by the County’s Designated Representative shall be in accordance with such express standards or parameters. Any consent, approval, decision or determination hereunder by the County’s Designated Representative shall be binding on County; provided, however, the County’s Designated Representative shall not have any right to modify, amend or terminate this Contract, an Executed Work Authorization, an executed Supplemental Work Authorization or executed Contract Amendment. County’s Designated Representative shall not have any authority to execute a Contract Amendment, Work Authorization or any Supplemental Work Authorization unless otherwise granted such authority by the Hays County Commissioners Court. Engineer’s Designated Representative for purposes of this Contract is as follows:

Lori Bible, SR/WA 320 Barnes Drive, Suite 106 San Marcos, Texas 78610 512-834-9798 (main) 512-914-2201 (cell)

Engineer shall have the right, from time to time, to change the Engineer’s Designated Representative by giving County written notice thereof. With respect to any action, decision or determination which is to be taken or made by Engineer under this Contract, the Engineer’s Designated Representative may take such action or make such decision or determination or shall notify County in writing of an individual responsible for and capable of taking such action, decision or determination and shall forward any communications and documentation to such individual for response or action. Actions, decisions or determinations by the Engineer’s Designated Representative on behalf of Engineer shall be done in his or her reasonable business

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judgment unless express standards or parameters therefor are included in this Contract, in which case, actions taken by the Engineer’s Designated Representative shall be in accordance with such express standards or parameters. Any consent, approval, decision or determination hereunder by the Engineer’s Designated Representative shall be binding on Engineer. Engineer’s Designated Representative shall have the right to modify, amend and execute Work Authorizations, Supplemental Work Authorizations and Contract Amendments on behalf of Engineer.

ARTICLE 10 PROGRESS EVALUATION

Engineer shall, from time to time during the progress of the Engineering Services, confer with County at County’s election. Engineer shall prepare and present such information as may be pertinent and necessary, or as may be reasonably requested by County, in order for County to evaluate features of the Engineering Services. At the request of County or Engineer, conferences shall be provided at Engineer's office, the offices of County, or at other locations designated by County. When requested by County, such conferences shall also include evaluation of the Engineering Services. County may, from time to time, require Engineer to appear and provide information to the Hays County Commissioners Court. Should County determine that the progress in Engineering Services does not satisfy an applicable Work Authorization or any Supplemental Work Authorization related thereto, then County shall review same with Engineer to determine corrective action required. Engineer shall promptly advise County in writing of events which have or may have a significant impact upon the progress of the Engineering Services, including but not limited to the following:

A. Problems, delays, adverse conditions which may materially affect the ability to meet the objectives of an applicable Work Authorization or any Supplemental Work Authorization related thereto, or preclude the attainment of Project Engineering Services units by established time periods; and such disclosure shall be accompanied by statement of actions taken or contemplated, and County assistance needed to resolve the situation, if any; and

B. Favorable developments or events which enable meeting goals sooner than anticipated in relation to an applicable Work Authorization’s or any Supplemental Work Authorization related thereto.

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ARTICLE 11 SUSPENSION

Should County desire to suspend the Engineering Services, but not to terminate this Contract, then such suspension may be effected by County giving Engineer thirty (30) calendar days’ verbal notification followed by written confirmation to that effect. Such thirty-day notice may be waived in writing by agreement and signature of both parties. The Engineering Services may be reinstated and resumed in full force and effect within sixty (60) days of receipt of written notice from County to resume the Engineering Services. Such sixty-day (60) notice may be waived in writing by agreement and signature of both parties. If this Contract is suspended for more than thirty (30) days, Engineer shall have the option of terminating this Contract and, in the event, Engineer shall be compensated for all Engineering Services performed and reimbursable expenses incurred, provided such Engineering Services and reimbursable expenses have been previously authorized and approved by County, to the effective date of suspension. If County suspends the Engineering Services, the contract period as determined in Article 4, and the Work Authorization or any Supplemental Work Authorization related thereto, shall be extended for a time period equal to the suspension period. County assumes no liability for Engineering Services performed or costs incurred prior to the date authorized by County for Engineer to begin Engineering Services, and/or during periods when Engineering Services is suspended, and/or subsequent to the completion date.

ARTICLE 12

ADDITIONAL ENGINEERING SERVICES If Engineer forms a reasonable opinion that any work he/she/it has been directed to perform is beyond the overall scope of this Contract, as set forth in Exhibit B, and as such constitutes extra work (“Additional Engineering Services”), he/she/it shall promptly notify County in writing. In the event County finds that such work does constitute Additional Engineering Services, County shall so advise Engineer and a written Contract Amendment will be executed between the parties as provided in Article 14. Any increase to the Compensation Cap due to Additional Engineering Services must be set forth in such Contract Amendment. Engineer shall not perform any proposed Additional Engineering Services nor incur any additional costs prior to the execution, by both parties, of a written Contract Amendment. Following the execution of a Contract Amendment that provides for Additional Engineering Services, a written Work Authorization, which sets forth the Additional Engineering Services to be performed, must be executed by the parties. County shall not be responsible for actions by Engineer nor for any costs incurred by Engineer relating to Additional Engineering Services not directly associated with the performance of the Engineering Services authorized in this Contract, by a fully executed Work Authorization or a fully executed Contract Amendment thereto.

ARTICLE 13 CHANGES IN COMPLETED ENGINEERING SERVICES

If County deems it necessary to request changes to previously satisfactorily completed

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Engineering Services or parts thereof which involve changes to the original Engineering Services or character of Engineering Services under this Contract, then Engineer shall make such revisions as requested and as directed by County. Such revisions shall be considered as Additional Engineering Services and paid for as specified under Article 12. Engineer shall make revisions to Engineering Services authorized hereunder as are necessary to correct errors appearing therein, when required to do so by County. No additional compensation shall be due for such Engineering Services.

ARTICLE 14 CONTRACT AMENDMENTS

The terms set out in this Contract may be modified by a written fully executed Contract Amendment. Changes and modifications to a fully executed Work Authorization shall be made in the form of a Supplemental Work Authorization. To the extent that such changes or modifications to a Work Authorization do not also require modifications to the terms of this Contract (i.e. changes to the overall scope of Engineering Services set forth in Exhibit B, modification of the Compensation Cap, etc.) a Contract Amendment will not be required.

ARTICLE 15 USE OF DOCUMENTS

All documents, including but not limited to drawings, specifications and data or programs

stored electronically, (hereinafter referred to as “Engineering Work Products”) prepared by Engineer and its subcontractors/subconsultants are related exclusively to the services described in this Contract and are intended to be used with respect to this Project. However, it is expressly understood and agreed by and between the parties hereto that all of Engineer’s designs under this Contract (including but not limited to tracings, drawings, estimates, specifications, investigations, studies and other documents, completed or partially completed), shall be the property of County to be thereafter used in any lawful manner as County elects. Any such subsequent use made of documents by County shall be at County’s sole risk and without liability to Engineer.

By execution of this Contract and in confirmation of the fee for services to be paid under this Contract, Engineer hereby conveys, transfers and assigns to County all rights under the Federal Copyright Act of 1976 (or any successor copyright statute), as amended, all common law copyrights and all other intellectual property rights acknowledged by law in the Project Designs and work product developed under this Contract. Copies may be retained by Engineer. Engineer shall be liable to County for any loss or damage to any such documents while they are in the possession of or while being worked upon by Engineer or anyone connected with Engineer, including agents, employees, Engineers or subcontractors/subconsultants. All documents so lost or damaged shall be replaced or restored by Engineer without cost to County.

Upon execution of this Contract, Engineer grants to County permission to reproduce Engineer’s work and documents for purposes of constructing, using and maintaining the Project, provided that County shall comply with its obligations, including prompt payment of all sums when due, under this Contract. Engineer shall obtain similar permission from Engineer’s

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subcontractors/subconsultants consistent with this Contract. If and upon the date Engineer is adjudged in default of this Contract, County is permitted to authorize other similarly credentialed design professionals to reproduce and, where permitted by law, to make changes, corrections or additions to the work and documents for the purposes of completing, using and maintaining the Project.

County shall not assign, delegate, sublicense, pledge or otherwise transfer any permission

granted herein to another party without the prior written consent of Engineer. However, County shall be permitted to authorize the contractor, subcontractors and material or equipment suppliers to reproduce applicable portions of the Engineering Work Products appropriate to and for use in the execution of the Work. Submission or distribution of Engineering Work Products to meet official regulatory requirements or for similar purposes in connection with the Project is permitted. Any unauthorized use of the Engineering Work Products shall be at County's sole risk and without liability to Engineer and its Engineers.

Prior to Engineer providing to County any Engineering Work Products in electronic form or County providing to Engineer any electronic data for incorporation into the Engineering Work Products, County and Engineer shall by separate written contract set forth the specific conditions governing the format of such Engineering Work Products or electronic data, including any special limitations not otherwise provided in this Contract. Any electronic files are provided by Engineer for the convenience of County, and use of them is at County’s sole risk. In the case of any defects in electronic files or any discrepancies between them and any hardcopy of the same documents prepared by Engineer, the hardcopy shall prevail. Only printed copies of documents conveyed by Engineer shall be relied upon.

Engineer shall have no liability for changes made to the drawings by other engineers

subsequent to the completion of the Project. Any such change shall be sealed by the engineer making that change and shall be appropriately marked to reflect what was changed or modified.

ARTICLE 16 PERSONNEL, EQUIPMENT AND MATERIAL

Engineer shall furnish and maintain, at its own expense, quarters for the performance of all Engineering Services, and adequate and sufficient personnel and equipment to perform the Engineering Services as required. All employees of Engineer shall have such knowledge and experience as will enable them to perform the duties assigned to them. Any employee of Engineer who, in the reasonable opinion of County, is incompetent or whose conduct becomes detrimental to the Engineering Services shall immediately be removed from association with the Project when so instructed by County. Engineer certifies that it presently has adequate qualified personnel in its employment for performance of the Engineering Services required under this Contract, or will obtain such personnel from sources other than County. Engineer may not change the Project Manager without prior written consent of County.

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ARTICLE 17 SUBCONTRACTING

Engineer shall not assign, subcontract or transfer any portion of the Engineering Services under this Contract without prior written approval from County. All subcontracts shall include the provisions required in this Contract. No subcontract shall relieve Engineer of any responsibilities under this Contract.

ARTICLE 18 REVIEW OF ENGINEERING SERVICES

Engineer's Engineering Services will be reviewed by County under its applicable technical

requirements and procedures.

A. Completion. Reports, plans, specifications, and supporting documents shall be submitted by Engineer on or before the dates specified in the applicable Work Authorization or Supplemental Work Authorization related thereto. Upon receipt of same, the submission shall be checked for completion. "Completion" or “Complete” shall be defined as all of the required items, as set out in the applicable Work Authorization, have been included in compliance with the requirements of this Contract. The completeness of any Engineering Services submitted to County shall be determined by County within thirty (30) days of such submittal and County shall notify Engineer in writing within such thirty (30) day period if such Engineering Services have been found to be incomplete. If the submission is Complete, County shall notify Engineer and County’s technical review process will begin.

If the submission is not Complete, County shall notify Engineer, who shall perform such professional services as are required to complete the Engineering Services and resubmit it to County. This process shall be repeated until a submission is Complete.

B. Acceptance. County shall review the completed Engineering Services for

compliance with this Contract. If necessary, the completed Engineering Services shall be returned to Engineer, who shall perform any required Engineering Services and resubmit it to County. This process shall be repeated until the Engineering Services are Accepted. "Acceptance" or “Accepted” shall mean that in the County’s reasonable opinion, substantial compliance with the requirements of this Contract has been achieved.

C. Final Approval. After Acceptance, Engineer shall perform any required

modifications, changes, alterations, corrections, redesigns, and additional work necessary to receive Final Approval by the County. "Final Approval" in this sense shall mean formal recognition that the Engineering Services have been fully carried out.

D. Errors and Omissions. After Final Approval, Engineer shall, without additional

compensation, perform any work required as a result of Engineer's development of the work which is found to be in error or omission due to Engineer’s negligence. However, any work required or

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occasioned for the convenience of County after Final Approval shall be paid for as Additional Engineering Services.

E. Disputes Over Classifications. In the event of any dispute over the classification of Engineer’s Engineering Services as Complete, Accepted, or having attained Final Approved under this Contract, the decision of the County shall be final and binding on Engineer, subject to any civil remedy or determination otherwise available to the parties and deemed appropriate by the parties.

F. County’s Reliance on Engineer. ENGINEER’S DUTIES AS SET FORTH HEREIN

SHALL AT NO TIME BE IN ANY WAY DIMINISHED BY REASON OF ANY REVIEW, EVALUATION OR APPROVAL BY THE COUNTY NOR SHALL THE ENGINEER BE RELEASED FROM ANY LIABILITY BY REASON OF SUCH REVIEW, EVALUATION OR APPROVAL BY THE COUNTY, IT BEING UNDERSTOOD THAT THE COUNTY AT ALL TIMES IS ULTIMATELY RELYING UPON THE ENGINEER’S SKILL, ABILITY AND KNOWLEDGE IN PERFORMING THE ENGINEERING SERVICES REQUIRED HEREUNDER.

ARTICLE 19 VIOLATION OF CONTRACT TERMS/BREACH OF CONTRACT

Violation of contract terms or breach of contract by Engineer shall be grounds for termination of this Contract, and any increased costs arising from Engineer’s default, breach of contract, or violation of contract terms shall be paid by Engineer.

ARTICLE 20

TERMINATION This Contract may be terminated as set forth below.

A. By mutual agreement and consent, in writing, of both parties. B. By County, by notice in writing to Engineer, as a consequence of failure

by Engineer to perform the Engineering Services set forth herein in a satisfactory manner.

C. By either party, upon the failure of the other party to fulfill its obligations as set forth herein.

D. By County, for reasons of its own and not subject to the mutual consent of Engineer, upon not less than thirty (30) days’ written notice to Engineer.

E. By satisfactory completion of all Engineering Services and obligations described herein.

Should County terminate this Contract as herein provided, no fees other than fees due and payable at the time of termination plus reimbursable expenses incurred shall thereafter be paid to Engineer. In determining the value of the Engineering Services performed by Engineer prior to termination, County shall be the sole judge. Compensation for Engineering Services at termination will be based on a percentage of the Engineering Services completed at that time. Should County terminate this Contract under Subsection (D) immediately above, then the amount

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charged during the thirty-day notice period shall not exceed the amount charged during the preceding thirty (30) days. If Engineer defaults in the performance of this Contract or if County terminates this Contract for fault on the part of Engineer, then County shall give consideration to the actual costs incurred by Engineer in performing the Engineering Services to the date of default, the amount of Engineering Services required which was satisfactorily completed to date of default, the value of the Engineering Services which are usable to County, the cost to County of employing another firm to complete the Engineering Services required and the time required to do so, and other factors which affect the value to County of the Engineering Services performed at the time of default. The termination of this Contract and payment of an amount in settlement as prescribed above shall extinguish all rights, duties, and obligations of County under this Contract. If the termination of this Contract is due to the failure of Engineer to fulfill his/her/its contractual obligations, then County may take over the Project and prosecute the Engineering Services to completion. In such case, Engineer shall be liable to County for any additional and reasonable costs incurred by County. Engineer shall be responsible for the settlement of all contractual and administrative issues arising out of any procurements made by Engineer in support of the Engineering Services under this Contract.

ARTICLE 21 COMPLIANCE WITH LAWS

A. Compliance. Engineer shall comply with all applicable federal, state and local

laws, statutes, codes, ordinances, rules and regulations, and the orders and decrees of any court, or administrative bodies or tribunals in any manner affecting the performance of this Contract, including without limitation, minimum/maximum salary and wage statutes and regulations, and licensing laws and regulations. Engineer shall furnish County with satisfactory proof of his/her/its compliance.

Engineer shall further obtain all permits and licenses required in the performance of the Engineering Services contracted for herein.

B. Taxes. Engineer will pay all taxes, if any, required by law arising by virtue of the

Engineering Services performed hereunder. County is qualified for exemption pursuant to the provisions of Section 151.309 of the Texas Limited Sales, Excise, and Use Tax Act.

ARTICLE 22 INDEMNIFICATION

ENGINEER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD

THE COUNTY HARMLESS FROM AND AGAINST ANY AND ALL LIABILITIES, LOSSES, PENALTIES, JUDGMENTS, CLAIMS, LAWSUITS, DAMAGES, COSTS AND EXPENSES, INCLUDING, BUT NOT LIMITED

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TO, ATTORNEYS’ FEES, (“LOSSES”) TO THE EXTENT SUCH LOSSES ARE CAUSED BY OR RESULTS FROM A NEGLIGENT ACT OR OMISSION, NEGLIGENCE, OR INTENTIONAL TORT COMMITTED BY ENGINEER, ENGINEER’S EMPLOYEES, AGENTS, OR ANY OTHER PERSON OR ENTITY UNDER CONTRACT WITH ENGINEER INCLUDING, WITHOUT LIMITATION, ENGINEER’S SUBCONSULTANTS, OR ANY OTHER ENTITY OVER WHICH ENGINEER EXERCISES CONTROL.

ENGINEER FURTHER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD THE COUNTY HARMLESS FROM ANY AND ALL LIABILITIES, LOSSES, PENALTIES, JUDGMENTS, CLAIMS, LAWSUITS, DAMAGES, COSTS AND EXPENSES, INCLUDING, BUT NOT LIMITED TO, ATTORNEYS’ FEES, (“LOSSES”) TO THE EXTENT SUCH LOSSES ARE CAUSED BY OR RESULTS FROM ENGINEER’S FAILURE TO PAY ENGINEER’S EMPLOYEES, SUBCONTRACTORS, SUBCONSULTANTS, OR SUPPLIERS, IN CONNECTION WITH ANY OF THE WORK PERFORMED OR TO BE PERFORMED UNDER THIS CONTRACT BY ENGINEER.

ENGINEER FURTHER AGREES TO INDEMNIFY AND HOLD THE COUNTY HARMLESS FROM ANY AND ALL LIABILITIES, LOSSES, PENALTIES, CLAIMS, LAWSUITS, DAMAGES, COSTS AND EXPENSES, INCLUDING, BUT NOT LIMITED TO, ATTORNEYS’ FEES, (“LOSSES”) TO THE EXTENT SUCH LOSSES ARE CAUSED BY OR RESULTS FROM THE INFRINGEMENT OF ANY INTELLECTUAL PROPERTY ARISING OUT OF THE USE OF ANY PLANS, DESIGN, DRAWINGS, OR SPECIFICATIONS FURNISHED BY ENGINEER IN THE PERFORMANCE OF THIS CONTRACT.

THE LIMITS OF INSURANCE REQUIRED IN THIS CONTRACT AND/OR THE CONTRACT DOCUMENTS SHALL NOT LIMIT ENGINEER’S OBLIGATIONS UNDER THIS SECTION. THE TERMS AND CONDITIONS CONTAINED IN THIS SECTION SHALL SURVIVE THE TERMINATION OF THE CONTRACT AND/OR CONTRACT DOCUMENTS OR THE SUSPENSION OF THE WORK HEREUNDER. TO THE EXTENT THAT ANY LIABILITIES, PENALTIES, DEMANDS, CLAIMS, LAWSUITS, LOSSES, DAMAGES, COSTS AND EXPENSES ARE CAUSED IN PART BY THE ACTS OF THE COUNTY OR THIRD PARTIES FOR WHOM ENGINEER IS NOT LEGALLY LIABLE, ENGINEER’S OBLIGATIONS SHALL BE IN PROPORTION TO ENGINEER’S FAULT. THE OBLIGATIONS HEREIN SHALL ALSO EXTEND TO ANY ACTIONS BY THE COUNTY TO ENFORCE THIS INDEMNITY OBLIGATION.

IN THE EVENT THAT CONTRACTORS INITIATE LITIGATION AGAINST THE COUNTY IN WHICH THE CONTRACTOR ALLEGES DAMAGES AS A RESULT OF ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS OF ENGINEER, ITS EMPLOYEES, AGENTS, SUBCONTRACTORS, SUBCONSULTANTS, OR SUPPLIERS, OR OTHER ENTITIES OVER WHICH ENGINEER EXERCISES CONTROL, INCLUDING, BUT NOT LIMITED TO, DEFECTS, ERRORS, OR OMISSIONS, THEN THE COUNTY SHALL HAVE THE RIGHT TO JOIN ENGINEER IN ANY SUCH PROCEEDINGS AT THE COUNTY’S COST. ENGINEER SHALL ALSO HOLD THE COUNTY HARMLESS AND INDEMNIFY THE COUNTY TO THE EXTENT THAT ENGINEER, ANY OF ITS EMPLOYEES, AGENTS, SUBCONTRACTORS, SUBCONSULTANTS, OR SUPPLIERS, OR OTHER ENTITIES OVER WHICH ENGINEER EXERCISES CONTROL, CAUSED SUCH DAMAGES TO CONTRACTOR, INCLUDING ANY AND ALL COSTS AND ATTORNEYS’ FEES INCURRED BY THE COUNTY IN CONNECTION WITH THE DEFENSE OF ANY CLAIMS WHERE ENGINEER, ITS EMPLOYEES, AGENTS, SUBCONTRACTORS, SUBCONSULTANTS, OR SUPPLIERS, OR OTHER ENTITIES OVER WHICH ENGINEER EXERCISES CONTROL, ARE ADJUDICATED AT FAULT.

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ARTICLE 23

ENGINEER’S RESPONSIBILITIES Engineer shall be responsible for the accuracy of his/her/its Engineering Services and shall promptly make necessary revisions or corrections to its work product resulting from errors, omissions, or negligent acts, and same shall be done without compensation. County shall determine Engineer’s responsibilities for all questions arising from design errors and/or omissions, subject to the dispute resolution provisions of Article 33. Engineer shall not be relieved of responsibility for subsequent correction of any such errors or omissions in its work product, or for clarification of any ambiguities until after the construction phase of the Project has been completed.

ARTICLE 24 ENGINEER’S SEAL

The responsible engineer shall sign, seal and date all appropriate engineering submissions to County in accordance with the Texas Engineering Practice Act and the rules of the State Board of Registration for Professional Engineers.

ARTICLE 25 INSURANCE

Engineer must comply with the following insurance requirements at all times during this Contract:

A. Coverage Limits. Engineer, at Engineer’s sole cost, shall purchase and maintain during the entire term while this Contract is in effect the following insurance:

1. Worker's Compensation in accordance with statutory requirements. 2. Commercial General Liability Insurance with a combined minimum Bodily Injury

and Property Damage limits of $1,000,000.00 per occurrence and $2,000,000.00 in the aggregate.

3. Automobile Liability Insurance for all owned, non-owned, and hired vehicles with combined minimum limits for Bodily Injury and Property Damage limits of $500,000.00 per occurrence and $1,000,000.00 in the aggregate.

4. Professional Liability Errors and Omissions Insurance in the amount of $2,000,000.00 per claim.

B. Additional Insureds; Waiver of Subrogation. County, its directors, officers and

employees shall be added as additional insureds under policies listed under (2) and (3) above, and on those policies where County, its directors, officers and employees are additional insureds, such insurance shall be primary and any insurance maintained by County shall be excess and not contribute with it. Such policies shall also include waivers of subrogation in favor of County.

C. Premiums and Deductible. Engineer shall be responsible for payment of

premiums for all of the insurance coverages required under this section. Engineer further agrees

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that for each claim, suit or action made against insurance provided hereunder, with respect to all matters for which the Engineer is responsible hereunder, Engineer shall be solely responsible for all deductibles and self-insured retentions. Any deductibles or self-insured retentions over $50,000 in the Engineer’s insurance must be declared and approved in writing by County in advance.

D. Commencement of Work. Engineer shall not commence any field work under

this Contract until he/she/it has obtained all required insurance and such insurance has been approved by County. As further set out below, Engineer shall not allow any subcontractor/subconsultant(s) to commence work to be performed in connection with this Contract until all required insurance has been obtained and approved and such approval shall not be unreasonably withheld. Approval of the insurance by County shall not relieve or decrease the liability of Engineer hereunder.

E. Insurance Company Rating. The required insurance must be written by a

company approved to do business in the State or Texas with a financial standing of at least an A- rating, as reflected in Best’s insurance ratings or by a similar rating system recognized within the insurance industry at the time the policy is issued.

F. Certification of Coverage. Engineer shall furnish County with a certification of

coverage issued by the insurer. Engineer shall not cause any insurance to be canceled nor permit any insurance to lapse. In addition to any other notification requires set forth hereunder, Engineer shall also notify County, within twenty-four (24) hours of receipt, of any notices of expiration, cancellation, non-renewal, or material change in coverage it receives from its insurer.

G. No Arbitration. It is the intention of the County and agreed to and hereby

acknowledged by the Engineer, that no provision of this Contract shall be construed to require the County to submit to mandatory arbitration in the settlement of any claim, cause of action or dispute, except as specifically required in direct connection with an insurance claim or threat of claim under an insurance policy required hereunder or as may be required by law or a court of law with jurisdiction over the provisions of this Contract.

H. Subcontractor/Subconsultant’s Insurance. Without limiting any of the other

obligations or liabilities of Engineer, Engineer shall require each subcontractor/subconsultant performing work under this Contract (to the extent a subcontractor/subconsultant is allowed by County) to maintain during the term of this Contract, at the subcontractor/subconsultant’s own expense, the same stipulated minimum insurance required in this Article above, including the required provisions and additional policy conditions as shown below in this Article.

Engineer shall obtain and monitor the certificates of insurance from each subcontractor/subconsultant in order to assure compliance with the insurance requirements. Engineer must retain the certificates of insurance for the duration of this Contract, and shall have the responsibility of enforcing these insurance requirements among its subcontractor/subconsultants. County shall be entitled, upon request and without expense, to receive copies of these certificates of insurance.

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I. Insurance Policy Endorsements. Each insurance policy shall include the

following conditions by endorsement to the policy:

1. County shall be notified thirty (30) days prior to the expiration, cancellation, non-renewal or any material change in coverage, and such notice thereof shall be given to County by certified mail to:

Hays County Auditor c/o: Vickie G. Dorsett 712 S. Stagecoach Trail, Suite 1071 San Marcos, Texas 78666 With copy to: HNTB Corporation

Attn: Michael Weaver 701 Brazos, Suite 450 Austin, Texas 78701

2. The policy clause “Other Insurance” shall not apply to any insurance coverage

currently held by County, to any such future coverage, or to County’s Self-Insured Retentions of whatever nature.

J. Cost of Insurance. The cost of all insurance required herein to be secured and

maintained by Engineer shall be borne solely by Engineer, with certificates of insurance evidencing such minimum coverage in force to be filed with County. Such Certificates of Insurance are evidenced as Exhibit F herein entitled “Certificates of Insurance.”

ARTICLE 26

COPYRIGHTS County shall have the royalty-free, nonexclusive and irrevocable right to reproduce, publish or otherwise use, and to authorize others to use, any reports developed by Engineer for governmental purposes.

ARTICLE 27

SUCCESSORS AND ASSIGNS This Contract shall be binding upon and inure to the benefit of the parties hereto, their successors, lawful assigns, and legal representatives. Engineer may not assign, sublet or transfer any interest in this Contract, in whole or in part, by operation of law or otherwise, without obtaining the prior written consent of County.

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ARTICLE 28 SEVERABILITY

In the event any one or more of the provisions contained in this Contract shall for any reason be held to be invalid, illegal or unenforceable in any respect, then such invalidity, illegality or unenforceability shall not affect any other provision thereof and this Contract shall be construed as if such invalid, illegal or unenforceable provision had never been contained herein.

ARTICLE 29 PRIOR AGREEMENTS SUPERSEDED

This Contract constitutes the sole agreement of the parties hereto, and supersedes any prior understandings or written or oral contracts between the parties respecting the subject matter defined herein. This Contract may only be amended or supplemented by mutual agreement of the parties hereto in writing.

ARTICLE 30

ENGINEER’S ACCOUNTING RECORDS Engineer agrees to maintain, for a period of three (3) years after final payment under this Contract, detailed records identifying each individual performing the Engineering Services, the date or dates the services were performed, the applicable hourly rates, the total amount billed for each individual and the total amount billed for all persons, records of reimbursable costs and expenses of other providers and provide such other details as may be requested by the County Auditor for verification purposes. Engineer agrees that County or its duly authorized representatives shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any and all books, documents, papers and records of Engineer which are directly pertinent to the services to be performed under this Contract for the purposes of making audits, examinations, excerpts, and transcriptions. Engineer further agrees that County shall have access during normal working hours to all necessary Engineer facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. County shall give Engineer reasonable advance notice of intended audits.

ARTICLE 31 NOTICES

All notices to either party by the other required under this Contract shall be personally delivered or mailed to such party at the following respective addresses:

County: Hays County Judge 111 E. San Antonio Street, Suite 300 San Marcos, Texas 78666

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With copy to: HNTB Corporation 701 Brazos, Suite 450 Austin, Texas 78701 Attn: Michael Weaver

and to: Office of General Counsel Hays County

111 E. San Antonio Street, Room 202 San Marcos, Texas 78666

Engineer: Cobb, Fendley & Associates, Inc.

505 East Huntland Drive, Suite 100 Austin, TX 78752 Attn: Dan Warth, P.E.

ARTICLE 32 GENERAL PROVISIONS

A. Time is of the Essence. Subject to Article 3 hereof, Engineer understands and

agrees that time is of the essence and that any failure of Engineer to complete the Engineering Services for each phase of this Contract within the agreed work schedule set out in the applicable Work Authorization may constitute a material breach of this Contract. Engineer shall be fully responsible for his/her/its delays or for failures to use his/her/its reasonable efforts in accordance with the terms of this Contract and the Engineer’s standard of performance as defined herein. Where damage is caused to County due to Engineer’s negligent failure to perform County may accordingly withhold, to the extent of such damage, Engineer’s payments hereunder without waiver of any of County’s additional legal rights or remedies.

B. Force Majeure. Neither County nor Engineer shall be deemed in violation of this

Contract if prevented from performing any of their obligations hereunder by reasons for which they are not responsible or circumstances beyond their control. However, notice of such impediment or delay in performance must be timely given, and all reasonable efforts undertaken to mitigate its effects.

C. Enforcement and Venue. This Contract shall be enforceable in San Marcos, Hays

County, Texas, and if legal action is necessary by either party with respect to the enforcement of any or all of the terms or conditions herein, exclusive venue for same shall lie in Hays County, Texas. This Contract shall be governed by and construed in accordance with the laws and court decisions of the State of Texas excluding, however, its choice of law rules.

D. Standard of Performance. The standard of care for all professional engineering,

consulting and related services performed or furnished by Engineer and its employees under this

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Contract will be the care and skill ordinarily used by members of Engineer’s profession practicing under the same or similar circumstances at the same time and in the same locality.

E. Opinion of Probable Cost. Any opinions of probable Project cost or probable

construction cost provided by Engineer are made on the basis of information available to Engineer and on the basis of Engineer’s experience and qualifications and represents its judgment as an experienced and qualified professional engineer. However, since Engineer has no control over the cost of labor, materials, equipment or services furnished by others, or over the contractor(s’) methods of determining prices, or over competitive bidding or market conditions, Engineer does not guarantee that proposals, bids or actual Project or construction cost will not vary from opinions of probable cost Engineer prepares.

F. Opinions and Determinations. Where the terms of this Contract provide for

action to be based upon opinion, judgment, approval, review, or determination of either party hereto, such terms are not intended to be and shall never be construed as permitting such opinion, judgment, approval, review, or determination to be arbitrary, capricious, or unreasonable.

G. Reports of Accidents. Within 24 hours after Engineer becomes aware of the

occurrence of any accident or other event which results in, or might result in, injury to the person or property of any third person (other than an employee of the Engineer), whether or not it results from or involves any action or failure to act by the Engineer or any employee or agent of the Engineer and which arises in any manner from the performance of this Contract, the Engineer shall send a written report of such accident or other event to the County, setting forth a full and concise statement of the facts pertaining thereto. The Engineer shall also immediately send the County a copy of any summons, subpoena, notice, or other documents served upon the Engineer, its agents, employees, or representatives, or received by it or them, in connection with any matter before any court arising in any manner from the Engineer’s performance of work under this Contract.

H. Gender, Number and Headings. Words of any gender used in this Contract shall

be held and construed to include any other gender, and words in the singular number shall be held to include the plural, unless the context otherwise requires. The headings and section numbers are for convenience only and shall not be considered in interpreting or construing this Contract.

I. Construction. Each party hereto acknowledges that it and its counsel have

reviewed this Contract and that the normal rules of construction are not applicable and there will be no presumption that any ambiguities will be resolved against the drafting party in the interpretation of this Contract.

J. Independent Contractor Relationship. Both parties hereto, in the performance

of this Contract, shall act in an individual capacity and not as agents, employees, partners, joint ventures or associates of one another. The employees or agents of one party shall not be deemed or construed to be the employees or agents of the other party for any purposes whatsoever.

K. No Waiver of Immunities. Nothing in this Contract shall be deemed to waive,

modify or amend any legal defense available at law or in equity to County, its past or present

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officers, employees, or agents or employees, nor to create any legal rights or claim on behalf of any third party. County does not waive, modify, or alter to any extent whatsoever the availability of the defense of governmental immunity under the laws of the State of Texas and of the United States.

L. Texas Public Information Act. To the extent, if any, that any provision in this

Contract is in conflict with Tex. Gov’t Code 552.001 et seq., as amended (the “Public Information Act”), the same shall be of no force or effect. Furthermore, it is expressly understood and agreed that County, its officers and employees may request advice, decisions and opinions of the Attorney General of the State of Texas in regard to the application of the Public Information Act to any items or data furnished to County as to whether or not the same are available to the public. It is further understood that County’s officers and employees shall have the right to rely on the advice, decisions and opinions of the Attorney General, and that County, its officers and employees shall have no liability or obligation to any party hereto for the disclosure to the public, or to any person or persons, of any items or data furnished to County by a party hereto, in reliance of any advice, decision or opinion of the Attorney General of the State of Texas.

M. Governing Terms and Conditions. If there is an irreconcilable conflict between

the terms and conditions set forth in this Contract or any Contract Amendment and the terms and conditions set forth in any Exhibit, Appendix, Work Authorization or Supplemental Work Authorization to this Contract, the terms and conditions set forth in this Contract or any Contract Amendment shall control over the terms and conditions set forth in any Exhibit, Appendix, Work Authorization or Supplemental Work Authorization to this Contract.

N. Meaning of Day. For purposes of this Contract, all references to a “day” or “days”

shall mean a calendar day or calendar days. O. Appropriation of Funds by County. County believes it has sufficient funds

currently available and authorized for expenditure to finance the costs of this Contract. Engineer understands and agrees that County’s payment of amounts under this Contract is contingent on the County receiving appropriations or other expenditure authority sufficient to allow the County, in the exercise of reasonable administrative discretion, to continue to make payments under this Contract. It is further understood and agreed by Engineer that County shall have the right to terminate this Contract at the end of any County fiscal year if the governing body of County does not appropriate sufficient funds as determined by County’s budget for the fiscal year in question. County may effect such termination by giving written notice of termination to Engineer.

ARTICLE 33 DISPUTE RESOLUTION

Except as otherwise specifically set forth herein, County and Engineer shall work together in good faith to resolve any controversy, dispute or claim between them which arises out of or relates to this Contract, whether stated in tort, contract, statute, claim for benefits, bad faith, professional liability or otherwise ("Claim"). If the parties are unable to resolve the Claim within thirty (30) days following the date in which one party sent written notice of the Claim to the other party, and if a party wishes to pursue the Claim, such Claim shall be addressed through non-binding mediation. A single mediator engaged in the practice of law, who is knowledgeable about subject

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23

matter of this Contract, shall be selected by agreement of the parties and serve as the mediator. Any mediation under this Contract shall be conducted in Hays County, Texas. The mediator’s fees shall be borne equally between the parties. Such non-binding mediation is a condition precedent to seeking redress in a court of competent jurisdiction, but this provision shall not preclude either party from filing a lawsuit in a court of competent jurisdiction prior to completing a mediation if necessary to preserve the statute of limitations, in which case such lawsuit shall be stayed pending completion of the mediation process contemplated herein. This provision shall survive the termination of the Contract.

ARTICLE 34

EQUAL OPPORTUNITY IN EMPLOYMENT

During the performance of this Contract and to the extent the Project is a federally funded project, Engineer, for itself, its assignees and successors in interest agrees as follows:

A. Compliance with Regulations. The Engineer shall comply with the Regulations relative to nondiscrimination in Federally-assisted programs of the Department of Transportation (hereinafter, "DOT") Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this Contract.

B. Nondiscrimination. The Engineer, with regard to the work performed by it during

the Contract, shall not discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors/subconsultants, including procurements of materials and leases of equipment. The Engineer shall not participate either directly or indirectly in the discrimination prohibited by section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations.

C. Solicitations for Subcontracts, Including Procurements of Materials and

Equipment. In all solicitations either by competitive bidding or negotiation made by the Engineer for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential subcontractor/subconsultant or supplier shall be notified by the Engineer of the Engineer's obligations under this Contract and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin.

D. Information and Reports. The Engineer shall provide all information and reports

required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the County (referred to in this Article as the “Recipient”) or the Texas Department of Transportation to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information the Engineer shall so certify to the Recipient, or the Texas Department of Transportation as appropriate, and shall set forth what efforts it has made to obtain the information.

E. Sanctions for Noncompliance. In the event of the Engineer's noncompliance with

the nondiscrimination provisions of this contract, the Recipient shall impose such contract

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24

sanctions as it or the Texas Department of Transportation may determine to be appropriate, including, but not limited to:

1. withholding of payments to the Engineer under the contract until the

Engineer complies, and/or; 2. cancellation, termination or suspension of the Contract, in whole or in part.

F. Incorporation of Provisions. The Engineer shall include the provisions of

Subsections (A) through (F) above in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The Engineer shall take such action with respect to any subcontract or procurement as the Recipient or the Texas Department of Transportation may direct as a means of enforcing such provisions including sanctions for non-compliance: Provided, however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor/subconsultant or supplier as a result of such direction, the Engineer may request the Recipient to enter into such litigation to protect the interests of the Recipient, and, in addition, the Engineer may request the United States to enter into such litigation to protect the interests of the United States.

SIGNATORY WARRANTY The undersigned signatory for Engineer hereby represents and warrants that the signatory is an officer of the organization for which he/she has executed this Contract and that he/she has full and complete authority to enter into this Contract on behalf of the firm. The above-stated representations and warranties are made for the purpose of inducing County to enter into this Contract. IN WITNESS WHEREOF, County has caused this Contract to be signed in its name by its duly authorized County Judge, as has Engineer, signing by and through its duly authorized representative(s), thereby binding the parties hereto, their successors, assigns and representatives for the faithful and full performance of the terms and provisions hereof, to be effective as of the date of the last party’s execution below. NO OFFICIAL, EMPLOYEE, AGENT, OR REPRESENTATIVE OF THE COUNTY HAS ANY AUTHORITY, EITHER EXPRESS OR IMPLIED, TO AMEND, TERMINATE OR MODIFY THIS CONTRACT, EXCEPT PURSUANT TO SUCH EXPRESS AUTHORITY AS MAY BE GRANTED BY THE HAYS COUNTY COMMISSIONERS COURT. COUNTY HAYS COUNTY, TEXAS By: ______________________________________ Ruben Becerra, County Judge Date: _______________ ____, 20_____

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Typewritten Text

5/25/2021

25

ENGINEER

Cobb, Fendley & Associates, Inc.

By_________________________________________

Printed Name: Dan Warth, P.E.

Title: Executive Vice President

Date: May 24, 2021

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Engineering Services Contract – Hays County 2016 Road Bond Program (080117)

LIST OF EXHIBITS ATTACHED

(1) Exhibit A Debarment Certification

(2) Exhibit B Engineering Services

(3) Exhibit C Work Authorization

(4) Exhibit D Rate Schedule

(5) Exhibit E Certificates of Insurance

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EXHIBIT A DEBARMENT CERTIFICATION

STATE OF TEXAS § §

COUNTY OF HAYS §

I, the undersigned, being duly sworn or under penalty of perjury under the laws of the United States and the State of Texas, certifies that Engineer and its principals:

(a) Are not presently debarred, suspended, proposed for debarment, declared ineligible orvoluntarily excluded from covered transactions by any federal department or agency:

(b) Have not within a three-year period preceding this proposal been convicted of or had acivil judgment rendered against them for commission of fraud or a criminal offense inconnection with obtaining, attempting to obtain, or performing a public* transaction orcontract under a public transaction; violation of federal or state antitrust statutes orcommission of embezzlement, theft, forgery, bribery, falsification or destruction ofrecords, making false statements, or receiving stolen property;(c) Are not presently indicted for or otherwise criminally or civilly charged by agovernmental entity* with commission of any of the offenses enumerated in paragraph(1)(b) of this certification;(d) Have not within a three-year period preceding this application/proposal had one or morepublic transactions* terminated for cause or default; and(e) Have not been disciplined or issued a formal reprimand by any State agency forprofessional accreditation within the past three years.

Cobb, Fendley and Associates, Inc. Name of Firm

Signature of Certifying Official

Dan Warth Printed Name of Certifying Official

Executive Vice President Title of Certifying Official

May 24, 2021 Date

(2) Where the PROVIDER is unable to certify to any of the statements in this certification, suchPROVIDER shall attach an explanation to this certification.

* federal, state, or local

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EXHIBIT B

SERVICES TO BE PROVIDED BY THE Engineer ROW ACQUISITION SERVICES FOR RM 3237 SAFETY

The Engineer may perform the following including but not limited to the tasks below, as described in detail in each Work Authorization:

• PROJECT MANAGEMENT AND COORDINATION

• APPRAISALS

• NEGOTIATIONS

• PREPARATION OF AGREEMENTS

• RIGHT OF WAY ACQUISITION

• RELOCATION ASSISTANCE

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EXHIBIT C

WORK AUTHORIZATION

(To Be Completed and Executed After Contract Execution)

WORK AUTHORIZATION NO. ______ PROJECT: _______________________

This Work Authorization is made pursuant to the terms and conditions of the Hays County Contract for Engineering Services, being dated ______________ ____, 20____ and entered into by and between Hays County, Texas, a political subdivision of the State of Texas, (the "County") and ____________________________ (the "Engineer"). Part1. The Engineer will provide the following Engineering Services set forth in Attachment “B” of this Work Authorization. Part 2. The maximum amount payable for services under this Work Authorization without modification is ______________. Part 3. Payment to the Engineer for the services established under this Work Authorization shall be made in accordance with the Contract. Part 4. This Work Authorization shall become effective on the date of final acceptance and full execution of the parties hereto and shall terminate on ___________ ____, 20_____. The Engineering Services set forth in Attachment “B” of this Work Authorization shall be fully completed on or before said date unless extended by a Supplemental Work Authorization. Part 5. This Work Authorization does not waive the parties’ responsibilities and obligations provided under the Contract. Part 6. County believes it has sufficient funds currently available and authorized for expenditure to finance the costs of this Work Authorization. Engineer understands and agrees that County’s payment of amounts under this Work Authorization is contingent on the County receiving appropriations or other expenditure authority sufficient to allow the County, in the exercise of reasonable administrative discretion, to continue to make payments under this Contract. It is further understood and agreed by Engineer that County shall have the right to terminate this Contract at the end of any County fiscal year if the governing body of County does not appropriate sufficient funds as determined by County’s budget for the fiscal year in question. County may effect such termination by giving written notice of termination to Engineer. Part 7. This Work Authorization is hereby accepted and acknowledged below.

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EXECUTED this ____ day of _______________, 20___. ENGINEER: COUNTY: [Insert Company Name HERE] Hays County, Texas By:__________________________ By:____________________________ Signature Signature __________________________ ____________________________ Printed Name Printed Name __________________________ _____________________________ Title Title LIST OF ATTACHMENTS Attachment A - Services to be Provided by County Attachment B - Services to be Provided by Engineer Attachment C - Work Schedule Attachment D - Fee Schedule DRAFT

EXHIBIT D

Fee/Rate Schedule

FEE SCHEDULE SHALL BE INSERTED AT THE

TIME OF AGREEMENT/CONTRACT EXECUTION

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EXHIBIT E

CERTIFICATES OF INSURANCE

ATTACHED BEHIND THIS PAGE

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INSR ADDL SUBRLTR INSR WVD

DATE (MM/DD/YYYY)

PRODUCER CONTACTNAME:

FAXPHONE(A/C, No):(A/C, No, Ext):

E-MAILADDRESS:

INSURER A :

INSURED INSURER B :

INSURER C :

INSURER D :

INSURER E :

INSURER F :

POLICY NUMBERPOLICY EFF POLICY EXP

TYPE OF INSURANCE LIMITS(MM/DD/YYYY) (MM/DD/YYYY)

COMMERCIAL GENERAL LIABILITY

AUTOMOBILE LIABILITY

UMBRELLA LIAB

EXCESS LIAB

WORKERS COMPENSATIONAND EMPLOYERS' LIABILITY

DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)

AUTHORIZED REPRESENTATIVE

INSURER(S) AFFORDING COVERAGE NAIC #

Y / N

N / A(Mandatory in NH)

ANY PROPRIETOR/PARTNER/EXECUTIVEOFFICER/MEMBER EXCLUDED?

EACH OCCURRENCE $DAMAGE TO RENTED

$PREMISES (Ea occurrence)CLAIMS-MADE OCCUR

MED EXP (Any one person) $

PERSONAL & ADV INJURY $

GENERAL AGGREGATE $GEN'L AGGREGATE LIMIT APPLIES PER:

PRODUCTS - COMP/OP AGG $

$

PRO-

OTHER:

LOCJECT

COMBINED SINGLE LIMIT$(Ea accident)

BODILY INJURY (Per person) $ANY AUTOOWNED SCHEDULED BODILY INJURY (Per accident) $AUTOS ONLY AUTOS

AUTOS ONLYHIRED PROPERTY DAMAGE $

AUTOS ONLY (Per accident)

$

OCCUR EACH OCCURRENCE $

CLAIMS-MADE AGGREGATE $

DED RETENTION $ $PER OTH-STATUTE ER

E.L. EACH ACCIDENT $

E.L. DISEASE - EA EMPLOYEE $If yes, describe under

E.L. DISEASE - POLICY LIMIT $DESCRIPTION OF OPERATIONS below

POLICY

NON-OWNED

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORETHE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED INACCORDANCE WITH THE POLICY PROVISIONS.

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIODINDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THISCERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THISCERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIESBELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZEDREPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement onthis certificate does not confer any rights to the certificate holder in lieu of such endorsement(s).

COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:

CERTIFICATE HOLDER CANCELLATION

© 1988-2015 ACORD CORPORATION. All rights reserved.

The ACORD name and logo are registered marks of ACORDACORD 25 (2016/03)

ACORDTM CERTIFICATE OF LIABILITY INSURANCE

Valley Forge Insurance Company

Travelers Property Cas. Co. of America

Berkley Insurance Company

5/19/2021

USI Southwest9811 Katy Freeway, Suite 500Houston, TX 77024713 490-4600

Shelly Brandman/Michelle Weweh713 490-4600

[email protected]

Cobb, Fendley & Associates, Inc.13430 Northwest Frwy, Suite 1100Houston, TX 77040

205082567432603

A XX

X

6072140890 07/10/2020 07/10/2021 1,000,0001,000,00015,0001,000,0002,000,0002,000,000

AX

X X

6072140873 07/10/2020 07/10/2021 1,000,000

B X X

X 10000

ZUP21P28800 07/10/2020 07/10/2021 12,000,00012,000,000

A

N

6072140842 07/10/2020 07/10/2021 X1,000,000

1,000,0001,000,000

C ProfessionalLiability

AEC903777005 07/10/2020 07/10/2021 $5,000,000 per claim$5,000,000 annl aggr.

The General Liability and Automobile Liability policies includes an automatic Additional Insured endorsement that provides Additional Insured status to the Certificate Holder only when there is a written contract that requires such status, and only with regard to work performed on behalf of the named insured.

The General Liability and Automobile Liability policies contain a special endorsement with "Primary and (See Attached Descriptions)

County of Hays CountyAttn: Program Manager111 East San Antonio Street Suite 300San Marcos, TX 78666

1 of 2#S32109684/M29555942

COBBFENDClient#: 153896

R1KZP1 of 2

#S32109684/M29555942

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SAGITTA 25.3 (2016/03)

DESCRIPTIONS (Continued from Page 1)Noncontributory" wording. The General Liability, Automobile, Workers Compensation, and Professional Liability policies provide a Blanket Waiver of Subrogation when required by written contract. The General Liability, Automobile, Workers Compensation, Umbrella Liability, and Professional Liability policies include an endorsement providing that 30 days notice of cancellation for reasons other than non-payment of premium and 10 days notice of cancellation for nonpayment of premium will be given to the Certificate Holder by the Insurance Carrier. The Umbrella Liability policy follows form.

RE: Professional Acquisition, Project Management, File Management, Appraisal and Review Services; RM 3237Safety Improvements (CSJ 0805-04-033); Engineering Services Contract - Hays County 2016 Road Bond Program(080117).

2 of 2

#S32109684/M29555942

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AGENDA ITEM

Discussion and possible action to call for a public hearing on June 15, 2021 to establish a "No Parking" zone on Sunrise Drive in the western ROW north of Sunrise Circle.



LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:




SUMMARY

In response to 18-wheeler trucks parking in the western ROW of Sunrise Drive in Sunrise Acres subdivision, a No Parking zone is needed with signage posted going north from Sunrise Circle.

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No Parking zone location.

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AGENDA ITEM

Discussion and possible action to authorize additional hours for the Human Resources Part-time Communications Intern position effective June 1 through September 30, 2021 and amend the budget accordingly.


ACTION-MISCELLANEOUS June 1, 2021 $5,490

LINE ITEM NUMBER

001-614-00]

AUDITOR USE ONLY

AUDITOR COMMENTS:



Shari Miller SMITH N/A

SUMMARY

The HR Department has utilized a paid Communications intern since September 2020 through the General Counsel intern program. The funding for this temporary intern is expected to exhaust at the end of May 2021. The Communications Intern provides needed support in providing important information to our residents, including vaccine clinic and COVID-19 updates. She works alongside the Communications Manager to develop social media marketing content that is timely and useful. Additionally, the intern assists with updating web pages, write news releases and compiling the employee newsletter. Funds would be moved to the General Counsel intern budget for payroll processing purposes. Human Resources Part-time Intern June 1 - September 30, 2021 25 hrs per week $12 per hour Base Salary 5,100 Fica/Medicare 390 FY21 Impact 5,490

Budget Amendment: Increase OGC Temp Staffing 001-614-00.5021 - $5,100 Increase OGC Fica/Medicare 001-614-00.5101] - $390 Decrease HR Contract Services 001-677-00.5448 - ($3,500) Decrease HR Continuing Education 001-677-00.5551 - ($1,990)

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AGENDA ITEM

Discussion and possible action to authorize the purchase and utilization of NeoGov Insight Enterprise platform.


ACTION-MISCELLANEOUS June 1, 2021 $6,000.00

LINE ITEM NUMBER

001-677-00.5429 Software

AUDITOR USE ONLY

AUDITOR COMMENTS:



Miller INGALSBE SHELL

SUMMARY

The Human Resources Office has reviewed and analyzed multiple applicant tracking systems and platforms, including Applicant Pro, NeoGov, Keldair, and Applicant Pool. NeoGov's Insight recruiting and applicant processing and tracking software provides a comprehensive system that provides an automated applicant processing platform. This platform will list job openings on the county's website as well as other recruiting sites, including GovernmentJobs.com. The pricing structure is presented on a three-year basis with only implementation and training for the first year.

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Applicant tracking software

helps you attract and hire high

quality candidates, complete with

compliance reporting.

INSIGHT

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BENEFITS

TRANSFORM HIRING WITH THE LEADING applicant tracking system

FOR THE PUBLIC SECTOR

CREATED FOR YOU and your candidates

Built to serve the public sector, NEOGOV’s applicant tracking system automates the hiring process and meets compliance requirements, reducing time to hire. With easy-to-use job application templates and an applicant self-service portal, Insight makes it easier to find and hire more qualified candidates.

With Insight, HR teams can quickly and easily manage all applicants and access recruitment data throughout the application process. List open positions on your company website and accept online applications, while ensuring ADA/Section 508 Compliance. Ensure compliance with the built-in, auditable, and legally defensible hiring process, complete with reporting on applicants, applicant flow, EEO, adverse impact, and passpoint analysis.

Integrated with NEOGOV’s online job board GovernmentJobs.com, Insight allows you to broaden your reach by advertising to job seekers nationwide. Show your agency in the best light with a customized Career Page that lets candidates find your job openings and submit online applications.

✓ Public Sector Focus

✓ Compliance & Fairness Automation

✓ Decreases Time to Hire

✓ Automates Recruiting and Hiring

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HIGHLIGHTED FEATURESCANDIDATE SCORINGAs candidates apply, Insight pre-screens them using auto-scoring to highlight the best candidates. By showing weighted scores and rankings based on screening protocols, tests, and interviews, Insight helps you narrow candidates down and find the best fit.

• Configurable screening hurdles and weights• Customize scoring rules to rank candidates• Generate and manage your ranked eligible list

COMPREHENSIVE REPORTINGInsight’s easy-to-navigate reports and dashboards help optimize the hiring process by offering data visualization and analysis. With Insight you get more than 90 standard reports, advanced ad-hoc reporting, adverse impact statistics, and dashboards that help you make more informed hiring decisions. Monitor job health and boost job postings to increase your exposure and reach more candidates.

• See real-time applicant flow and job posting health and boost jobs that are not attracting enough candidates

• Perform passpoint analysis to ensure hiring does not result in adverse impact

• Analyze recruitment timelines to identify opportunities to reduce your time to hire

CANDIDATE SELF-SERVICE PORTALMaintain transparency and streamline communication for both the applicant and HR with an online self-service portal. Save time by giving applicants the ability to check the status of their application and self-schedule written exams, oral panel interviews, and performance tests.

• Allow candidates to monitor where they are in the application process

• View all email notifications sent by the employer in the job seeker inbox

• Access complete application history for all jobs the candidate has applied for

Besides making

everything a lot easier,

what I value most is that

NEOGOV listens to the users

and implements our ideas.

JANET FAGERKankakee Community College

BB

.

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MODERNIZING FOR TODAY’S APPLICANT Enhance both the applicant and staff experience by eliminating paper and automating processes. In today’s age of technology, Insight helps your organization stay up-to-date.

✓ Integrate job postings with GovernmentJobs.com

✓ Configure online job application forms

✓ Ask job-specific supplemental questions to better screen applicants

✓ Avoid incomplete applications with required fields

86% of job seekers would use their smartphone to apply for a job.

(Source: Staff.com)

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BACKGROUND CHECKS

VENDORS INCLUDE

...and more!

Accelerate the hiring process by integrating Insight with one of NEOGOV’s recommended background check partners.

Insight’s background check integration shortens time to hire, provides accurate information about candidates, and ensures compliance with public sector hiring laws. Set up processes online to decrease the amount of time spent routing paperwork manually. Shorten the time required to complete background checks by up to 35% and see a cost savings of up to 15% per candidate.

Give candidates and hiring managers visibility into the status of applications as they move through the background check process.

The system is built to meet compliance requirements for EEOC and FCRA. Generate more accurate background reports and field fewer candidate disputes. Our integration partners report a 10x lower dispute rate compared to manual background checks.

• Shorter time to hire• Lower risk of noncompliance• Visibility for HR, hiring managers, and candidate

Integration:

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IMPLEMENTATION

PHASE 1 INITIATION

PHASE 2 CONFIGURATION

PHASE 3 PRODUCTION

1-2 Weeks

1-3 Weeks

2-3 Weeks

KICK OFF Bring stakeholders, internal resources, and project team members together to review scope, align expectations, clarify roles and responsibilities, and agree upon milestones. PROCESS ANALYSIS Examine your current processes and decide if changes are needed. Using our process-proven implementation workbook as a guide, answer questions designed to make your implementation smoother and faster. Add-On Service: Business Process Facilitation available for purchase.

DISCOVER Choose self-directed learning or purchase on-site / remote instruction to learn how to use and configure Insight’s features, allowing you to meet your needs and goals.CONFIGURE Within your training environment, set up the system based on your analysis and discovery. Conduct mock recruitments to ensure the workflows, security, and experience meet expectations for all roles involved: HR, Managers, and Applicants. Design and test your Career Pages as an applicant to ensure the experience enhances your reputation.Add-On Service: On-site training available for purchase.

PREPARE Set up your production environment with the best practices and processes you designed within your training environment. Review the set up with your implementation consultant and fine-tune to ensure Insight is ready for use.TRAIN Ensure successful adoption through end user training for HR Users and Managers. Leverage the online resources available from NEOGOV to conduct training sessions. Add-On Service: On-site or remote training for end users available for purchase.

Time to implement subject to change for agencies with more than 2,500 employees.

Best Practice:

Reallocate funds spent on salary studies by

utilizing class specs and salary ranges shared in

the Community.

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1.888.NEOGOV1

[email protected]

WWW.NEOGOV.COM

@NEOGOVDRAFT




AGENDA ITEM

Discussion and possible action to form a Citizens Advisory Commission on Redistricting.


ACTION-MISCELLANEOUS June 1, 2021

LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:



BECERRA N/A

SUMMARY

Judge Becerra seeks to create a Citizens Advisory Commission on Redistricting (CACR). The objectives in forming this commission are: Transparency To make sure the community has a voice. To reduce the number of people who reach out to Steve Floyd in the GIS Department. Recommendations are as follows: 1. The Hays County Political Party Chairs serve as Co-Chairs of the CACR. 2. Co-Chairs will be the only two who meet with Steve Floyd. 3. Co-chairs meet with Steve Floyd not more than once a week and will always meet jointly. 4. Court Members appoint 1 person 5. No court members will be part of the CACR, but will be allowed to attend CACR meetings by appointment. 6. CACR will invite JPs, Constables and Elections Administrator to review revised redistricting lines when they feel they are ready for their input. 7. Attorneys contracted for Redistricting will review proposed CACR revisions when close to final agreed-upon redistricting lines. 8. First CACR meeting should be in July and meet, at the very least, monthly thereafter. 9. CACR Co-Chairs will present propose redistricting changes via Workshops to Commissioners Court. Each Court Member has already been asked to name one representative from their precinct to be an active member of the CACR. The CACR will meet according to the Open Meetings Act, properly posted, recorded, and allowing for citizen comments.

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AGENDA ITEM

Executive Session pursuant to Sections 551.071 and 551.072 of the Texas Government Code: consultation with counsel and deliberation regarding the purchase, exchange or value of Right of Way along Martin Road in Pct 4. Possible action may follow in open court.


EXECUTIVE SESSION June 1, 2021

LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:



SMITH N/A

SUMMARY

Summary to be provided in Executive Session.

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AGENDA ITEM

Executive Session pursuant to Sections 551.071 and 551.072 of the Texas Government Code: consultation with counsel and deliberation regarding the purchase, exchange or value of Right of Way along Dacy Lane in Pct 2. Possible action may follow in open court.


EXECUTIVE SESSION June 1, 2021

LINE ITEM NUMBER

AUDITOR USE ONLY

AUDITOR COMMENTS:



JONES N/A

SUMMARY

Summary to be provided in Executive Session.

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