25-170 Addendum 1 - 20250331_Traffic Signal FM1626 and OBCR_PlanSet.pdf

CITY GENERAL NOTES

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TEXAS AUS

PROJECT NO.

- - FM 1626-

HAYS

OLD BLACK COLONY RD

Texas Department of Transportation

R

ALL RIGHTS RESERVED

C 2025 TEXAS DEPARTMENT OF TRANSPORTATION

TBPE Firm Registration No. 20623

San Antonio, Texas 78230, 210.660.1960

7800 W Interstate 10, Suite 830, Legacy Engineering Group, PLLC

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CITY OF BUDA EROSION AND SEDIMENTATION CONTROL NOTES:

1. THE CONTRACTOR SHALL INSTALL EROSION/SEDIMENTATION CONTROLS AND TREE/NATURAL AREA PROTECTIVE FENCING PRIOR TO ANY SITE

PREPARATION WORK (CLEARING, GRUBBING OR EXCAVATION).

2. THE PLACEMENT OF EROSION/SEDIMENTATION CONTROLS SHALL BE IN ACCORDANCE WITH THE CITY OF AUSTIN'S ENVIRONMENTAL CRITERIA

MANUAL AS ADOPTED BY THE CITY OF BUDA.

3. IF TREES DO NOT EXIST WITHIN THE PROJECT LIMITS, TREE PROTECTION WILL NOT BE REQUIRED.

4. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD WITH THE CONTRACTOR, DESIGN ENGINEER/PERMIT APPLICANT AND INSPECTOR AFTER

INSTALLATION OF THE

EROSION/SEDIMENTATION CONTROLS AND TREE/NATURAL AREA PROTECTION MEASURES AND PRIOR TO BEGINNING ANY SITE PREPARATION WORK.

THE CONTRACTOR SHALL NOTIFY THE CITY OF BUDA ENGINEERING DEPARTMENT, 312-0084, AT LEAST THREE DAYS PRIOR TO THE MEETING DATE.

5. ANY MAJOR VARIATION IN MATERIALS OR LOCATIONS OF CONTROLS OR FENCES FROM THOSE SHOWN ON THE APPROVED PLANS WILL REQUIRE A

REVISION AND MUST BE APPROVED BY THE REVIEWING ENGINEER, ENVIRONMENTAL SPECIALIST OR CITY ARBORIST AS APPROPRIATE. MINOR

CHANGES TO BE MADE AS FIELD REVISIONS TO THE PLAN MAY BE REQUIRED BY THE INSPECTOR DURING THE COURSE OF CONSTRUCTION TO

CORRECT CONTROL INADEQUACIES.

6. THE CONTRACTOR IS REQUIRED TO INSPECT THE CONTROLS AND FENCES AT WEEKLY INTERVALS AND AFTER SIGNIFICANT RAINFALL EVENTS TO

INSURE THAT THEY ARE FUNCTIONING PROPERLY. THE PERSON(S) RESPONSIBLE FOR THE MAINTENANCE OF CONTROLS AND FENCES SHALL

IMMEDIATELY MAKE ANY NECESSARY REPAIRS TO DAMAGED AREAS. SILT ACCUMULATION AT CONTROLS MUST BE REMOVED WHEN THE DEPTH

REACHED SIX (6) INCHES.

PERMANENT EROSION CONTROL:

ALL DISTURBED AREAS SHALL BE RESTORED AS NOTED BELOW. A MINIMUM OF FOUR INCHES OF TOPSOIL SHALL BE PLACED IN ALL DRAINAGE CHANNELS

(EXCEPT ROCK) AND BETWEEN THE CURB AND RIGHT-OF-WAY LINE.

THE SEEDING FOR PERMANENT EROSION CONTROL SHALL BE AS SPECIFIED IN THE CITY OF AUSTIN STANDARD SPECIFICATION 604S, AS ADOPTED BY THE

CITY OF BUDA.

DUST CONTROL:

DUST CONTROL METHODS ARE REQUIRED AS PER CITY OF AUSTIN'S ENVIRONMENTAL CRITERIA MANUAL SECTION 1.4.5.D AS ADOPTED BY THE CITY OF

BUDA.

CITY OF BUDA GENERAL CONSTRUCTION NOTES

1. ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN REVIEWING THESE PLANS, THE

CITY OF BUDA MUST RELY ON THE ADEQUACY OF THE WORK OF THE DESIGN ENGINEER.

2. THESE PLANS, PREPARED BY THE CITY OF BUDA DO NOT EXTEND TO OR INCLUDE DESIGNS OR SYSTEMS PERTAINING TO THE SAFETY OF THE

CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES, AGENTS, OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE SEAL OF THE

REGISTERED ENGINEER(S) HEREON DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEMS THAT MAY OR HEREAFTER BE INCORPORATED INTO THESE

PLANS.

3. CONTRACTOR SHALL CONTACT THE CITY OF BUDA'S ENGINEER (512-312-0084) A MINIMUM OF TWO WORKING DAYS IN ADVANCE OF BLOCKING

TRAFFIC LANES AND A MINIMUM OF SIX WORKING DAYS IN ADVANCE OF SCHEDULED DETOURING OF TRAFFIC LANES.

4. CONTRACTOR TO GIVE NOTICE TO ALL AUTHORIZED INSPECTORS, SUPERINTENDENTS, OR PERSONS IN CHARGE OF PRIVATE AND PUBLIC UTILITIES

AFFECTED BY HIS OPERATIONS PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR TO ASSURE HIMSELF THAT ALL CONSTRUCTION PERMITS HAVE

BEEN OBTAINED PRIOR TO COMMENCEMENT OF WORK. REQUIRED PERMITS THAT CAN BE ISSUED TO CONTRACTOR TO BE OBTAINED AT HIS

EXPENSE.

5. CONTRACTOR TO COORDINATE INTERRUPTIONS OF ALL UTILITIES AND SERVICES. ALL WORK TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF

THE APPLICABLE UTILITY COMPANY OR AGENCY INVOLVED.

6. CONTRACTOR TO LOCATE, PROTECT, AND MAINTAIN BENCHMARKS, MONUMENTS, CONTROL POINTS, AND PROJECT ENGINEERING REFERENCE POINT, REESTABLISH DISTURBED OR DESTROYED ITEMS BY REGISTERED PUBLIC LAND SURVEYOR IN THE STATE OF TEXAS, AT NO ADDITIONAL COST TO

OWNER.

7. CONTRACTOR TO CONTROL DUST CAUSED BY THE WORK AND COMPLY WITH POLLUTION CONTROL REGULATIONS OF GOVERNING AUTHORITIES.

DUST CONTROL SHALL BE ACHIEVED BY THE APPLICATION OF WATER BY AN APPROVED SPRINKLER IN AMOUNTS SUFFICIENT TO CONTROL THE

DUST TO THE SATISFACTION OF THE ENGINEER (NO SEPARATE PAY).

8. BURNING IS NOT ALLOWED ON THIS PROJECT.

9. DEMOLITION PERMITS (IF NEEDED) ARE TO BE OBTAINED BY THE CONTRACTOR.

10. ACQUISITION OF RIGHT OF WAY AND/OR EASEMENT IS THE RESPONSIBILITY OF THE CITY OF BUDA.

11. THE CONTRACTOR IS TO OBTAIN PERMIT PRIOR TO PERFORMING ANY WORK IN THE PUBLIC RIGHT-OF-WAY.

12. CONTRACTOR SHALL REPAIR ALL STREET CROSSINGS, DRIVEWAYS AND DITCHES TO THEIR ORIGINAL CONDITION OR BETTER. STREET CROSSINGS

SHALL BE REPAIRED WITHIN 10 WORKING DAYS AFTER CROSSING IS MADE, UNLESS PRIOR APPROVAL IS OBTAINED TO THE CONTRARY.

13. ALL DAMAGE CAUSED DIRECTLY OR INDIRECTLY TO THE STREET SURFACE OR SUBSURFACE OUTSIDE OF THE PAVEMENT CUT AREA SHALL BE

REGARDED AS PART OF THE STREET CUT REPAIR. THIS INCLUDES ANY SCRAPES, GOUGES, CUTS, CRACKING, DEPRESSIONS AND/OR ANY OTHER

DAMAGE CAUSED BY THE CONTRACTOR DURING THE EXECUTION OF THE WORK. THESE AREAS WILL BE INCLUDED IN THE TOTAL AREA OF REPAIR.

THE AREAS OF REPAIR SHALL BE SAW CUT IN STRAIGHT, NEAT LINES PARALLEL TO THE UTILITY TRENCH. ALL REPAIRS SHALL BE AT THE

CONTRACTOR'S EXPENSE AND SHALL MEET ALL CITY TESTING REQUIREMENTS AND SPECIFICATIONS.

14. ALL CONSTRUCTION OPERATIONS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE REGULATION OF THE UNITED STATES

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. (OSHA STANDARDS MAY BE PURCHASED FROM THE GOVERNMENTS PRINTING OFFICE;

INFORMATION AND RELATED REFERENCE MATERIALS MAY BE PURCHASED FROM OSHA, 611 EAST 6TH STREET, AUSTIN, TX.)

15. ALL SITE WORK MUST ALSO COMPLY WITH ENVIRONMENTAL REQUIREMENTS.

16. THROUGHOUT THE CONSTRUCTION, AND AT THE COMPLETION OF THE CONSTRUCTION, THE CONTRACTOR IS TO ENSURE THAT DRAINAGE OF

STORM WATER RUNOFF IS NOT BLOCKED.

17. ALL EXCESS EXCAVATED MATERIAL AND SOIL IS TO BECOME PROPERTY OF CONTRACTOR AND TO BE REMOVED FROM SITE. (NO SEPARATE PAY.)

18. ALL CULVERTS REMOVED FROM CONSTRUCTION SHALL BE REPLACED TO ORIGINAL GRADE; ROAD DITCH SHALL BE GRADED TO PROVIDE FOR AN

EVEN GRADE AND SECTION BETWEEN EXISTING CULVERTS. ALL CULVERTS SHALL BE CLEAN AND FREE OF DEBRIS DURING AND AFTER

CONSTRUCTION.

19. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS

BASED ON RECORDS OF THE CITY OF BUDA AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED

ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY

EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL

EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS AND TO VERIFY THE EXACT LOCATION OF ALL

EXISTING UTILITIES PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES.

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO PRIVATE PROPERTY, WHICH OCCURRED AS A RESULT OF ANY PORTION OF THIS

PROJECT. ANY DAMAGE TO PRIVATE PROPERTY SHALL BE REPAIRED TO EQUAL OR BETTER CONDITION. THE CONTRACTOR SHALL COORDINATE ALL REPAIRS

TO PRIVATE PROPERTY WITH THE PROPERTY OWNER. CONTRACTOR SHALL PAY AND/OR SETTLE WITH PRIVATE PROPERTY OWNER FOR ALL COSTS RELATED

TO ANY DAMAGE. THE CITY OF BUDA WILL NOT PROVIDE SEPARATE PAY FOR REPAIR OF ANY DAMAGES, REIMBURSEMENTS OR SETTLEMENTS.

GENERAL NOTES

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TEXAS AUS

PROJECT NO.

- - FM 1626-

HAYS

OLD BLACK COLONY RD

Texas Department of Transportation

R

ALL RIGHTS RESERVED

C 2025 TEXAS DEPARTMENT OF TRANSPORTATION

TBPE Firm Registration No. 20623

San Antonio, Texas 78230, 210.660.1960

7800 W Interstate 10, Suite 830, Legacy Engineering Group, PLLC

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GENERAL NOTES: Version: August 21, 2024

GENERAL

Contractor questions and requests for documents on this project are to be addressed to the following individual(s):

South Austin William.Semora@txdot.gov

South Austin Tanli.Sun@txdot.gov

Traffic Mahendran.Thivakaran@txdot.gov

Traffic Cory.Jucius@txdot.gov

Questions and requests for documents will be accepted via the Letting Pre-Bid Q&A web page. All questions and any corresponding responses that are generated will be posted through the same Letting Pre-Bid Q&A web page. This webpage can be accessed from the Notice to Contractors dashboard located at the following Address:

https://tableau.txdot.gov/views/ProjectInformationDashboard/NoticetoContractors

The Letting Pre-Bid Q&A web page for each project can be accessed by using the dashboard to navigate to the project you are interested in by scrolling or filtering the dashboard using the controls on the left. Hover over the blue hyperlink for the project you want to view the Q&A for and click on the link in the window that pops up.

References to manufacturer's trade name or catalog numbers are for the purpose of identification only. Similar materials from other manufacturers are permitted if they are of equal quality, comply with the specifications for this project, and are approved.

If work is performed at Contractor's option, when inclement weather is impending, and the work is damaged by subsequent precipitation, the Contractor is responsible for all costs associated with replacing the work, if required. The roadbed will be free of organic material prior to placing any section of the pavement structure.

Contact the supervisor for the passenger facility at Capital Metro and request the relocation of Capital Metro signs. Contact the supervisor at (512) 385-0190.

Equip all construction equipment used in roadway work with highly visible omnidirectional flashing warning lights. Keep the roadway free of debris and sediment caused by construction activities. Dispose of all material in accordance with federal, state, and local regulations. This work is subsidiary. Damage to existing pipes and SET's due to Contractor operations will be repaired at Contractor's expense.

All locations used for storing construction equipment, materials, and stockpiles of any type, within the right of way, will be as directed. Use of right of way for these purposes will be restricted to those locations where driver sight distance to businesses and side street intersections is not obstructed and at other locations where an unsightly appearance will not exist. The

Contractor will not have exclusive use of right of way but will cooperate in the use of the right of way with the city/county and various public utility companies as required.

Bridge Vertical Clearance and Traffic Handling.

Notify TxDOT project staff and the local bridge engineer 10 business days prior to the following: change in vertical clearance, placing beams/girders over traffic, opening or removing traffic from a bridge or portion of a bridge, and completion of bridge work. This requirement includes bridge class culverts. Provide vertical clearance for all structures (including signal mast arms, span wires, and overhead sign bridge structures) within the project limit. Submit information and notices to local bridge engineer at AUS_BRG_Notify@txdot.gov.

During evacuation periods for Hurricane events the Contractor will cooperate with Department for the restricting of Lane

Closures and arranging for Traffic Control to facilitate Coastal Evacuation Efforts.

Electronic Shop Drawing Submittals.

Submit electronic shop drawing submittals according to the current Guide to Electronic Shop Drawing Submittal which can be found online at, https://www.txdot.gov/business/resources/highway/bridge/shop-drawing-submittal-cycle.html.

Pre-approved producers can be found online at, https://www.txdot.gov/business/resources/materials/material-producer-list.html.

Tree and Brush Trimming and Removal.

Work will be conducted September 16 thru February 28. Work conducted outside this timeframe will require a bird survey.

Submit a survey request to TxDOT 30 business days prior to begin work.

If within the removal time period, removal work may be conducted during delayed start period using proper traffic control per

TCP standards.

Upon begin removal operations, all removal work for the project must be completed within 21 calendar days. Completion of removal includes removing from ROW or mulching of all debris.

No extension of time or compensation will be granted for a delay or suspension due to the above bird, bat, and tree/brush requirements.

Law Enforcement Personnel.

Submit charge summary and invoices using the Department forms.

Patrol vehicles must be clearly marked to correspond with the officer's agency and equipped with appropriate lights to identify them as law enforcement. For patrol vehicles not owned by a law enforcement agency, markings will be retroreflective and legible from 100 ft. from both sides and the rear of the vehicle. Lights will be high intensity and visible from all angles.

No payment will be made for law enforcement personnel needed for moving equipment or payment for drive time to/from the event site. A minimum number of hours is not guaranteed. Payment is for work performed. If the Contractor has a field office, provide an office location for a supervisory officer when event requires a supervising officer. This work is subsidiary.

A maximum combined rate of $85 per hour for the law enforcement personnel and the patrol vehicle will be allowed. Any scheduling fee is subsidiary per Standard Specification 502.4.2.

Cancel law enforcement personnel when the event is canceled. Cancellation, minimums or "show up" fees will not be paid when cancellation is made 12 hours prior to beginning of the event. Failure to cancel within 12 hours will not be cause for payment for cancellation, minimums, or "show up" time. Payment of actual "show up" time to the event site due to cancellation will be on a case-by-case basis at a maximum of 2 hours per officer.

Alterations to the cancellation and maximum rate must be approved by the Engineer or pre-determined by official policy of the officer's governing authority.

ITEM 100 - PREPARING RIGHT OF WAY

Prep ROW must not begin until accessible trees designated for preservation have been protected, items listed in the EPIC have been addressed, and SW3P controls installed in accessible areas.

Follow Item 752.4 Work Methods and Item 752 general notes when removing or working on or near trees and brush.

Unless shown otherwise in the plans or a designated non-mow area, perform trimming or removal for areas within 30 ft. of edge of pavement under construction. Trim or remove to provide minimum of 5 ft. of horizontal clearance and 7 ft. of vertical clearance for the following: sidewalks, paths, guard fence, rails, signs, object markers, and structures. Trim to provide a minimum of 14 ft. vertical clearance under all trees. This work is subsidiary.

ITEM 416 - DRILLED SHAFT FOUNDATIONS

Stake all Foundations, for approval, before beginning drilling operations.

Calculate the vertical signal head clearance before placing any signal pole foundation.

For mast-arm signal and strain pole anchor bolts, set two in tension and two in compression.

Obtain approval of placement prior to placing concrete.

Remove spoils from a flood plain at the end of each workday.

ITEM 502 - BARRICADES, SIGNS, AND TRAFFIC HANDLING

Table 1

Roadway Limits Allowable Closure Time

IH 35 All (1 lane closed) 9 P to 5 A

IH 35 All (2 lanes closed, see allowable work below) 9 P to 5 A

IH 35 All (2 lanes closed, all work) 11 P to 5 A

SH 45 US 183 to SH130 8 P to 5 A

LP 1 William Cannon to Parmer Lane 8 P to 5 A

US 183 SH 29 to FM 1327 8 P to 5 A

SH 71 SH 130 to IH 35 8 P to 5 A

SH 71 SH 304 to Tahitian Drive 8 P to 5 A

SH 71 US 290 W to RM 3238 8 P to 5 A

US 290 W IH 35 to Nutty Brown Rd 8 P to 5 A

US 290 E IH 35 to SH 95 8 P to 5 A

FM 734 FM 1431 to US 290 E 8 P to 5 A

US 79 IH 35 to Bus 79 in Taylor 8 P to 5 A

RM 1431 Lohmans Ford Rd to IH 35 8 P to 5 A

SH 29 LP 332 western terminus to SH 130 8 P to 5 A

SH 80 Charles Austin to River Road 8 P to 5 A

RM 2222 All 8 P to 5 A

RM 620 All 8 P to 5 A

RM 2244 All 8 P to 5 A

SPUR 69 All 8 P to 5 A

LP 360 All 8 P to 5 A

LP 343 All 8 P to 5 A

LP 275 All 8 P to 5 A

FM 1325 All 8 P to 5 A

All Within 200' of a signalized intersection 9 P to 5 A

All All (Full Closure, see allowable work below) 11 P to 4 A

Table 2 (Mobile Operations)

Roadway Allowable Sun Night thru Fri Noon Allowable Sat thru Sun Morn

Within Austin City Limits 10 A to 2 P and 7 P to 6 A 7 P to 10 A

Outside Austin City Limits 9 A to 3 P and 7 P to 7 A 6 P to 11 A

IH 35 main lanes 10 P to 5 A 9 P to 9 A

AADT over 50,000 8 P to 6 A 8 P to 10 A

For roadways without defined allowable closure times, nighttime lane closures will be allowed from 8 P to 6 A.

Daytime or Friday night lane closures will not be allowed unless otherwise shown on the plans. One lane in each direction will remain open at all times for all roadways unless otherwise shown on the plans.

Two lanes closed on IH 35 allowed to begin at 9 P.M. for main lane (shoulder work not included) hotmix overlay or pavement repair operations (does not include bridge joint work).

Full closures only allowed Friday night thru Monday morning for bridge beam installation, bridge demolition, or OSB truss removal/installation. Full closures only allowed for roadways with frontage roads or if a designated detour route is provided in the plans.

No closures will be allowed on the weekends, working day prior, and working day after the National Holidays defined in the

Standard Specifications, Good Friday, and Easter weekend.

No closures will be allowed 1 P.M. to 11 P.M. the Sunday of the Super Bowl.

Time charges will not be suspended during the large and special events listed below. These events are provided in the contract to allow scheduling of work around these lane closure restrictions.

All lanes will be open by noon of the day before the large events listed in below table. No closures will be allowed on Friday and the weekends for projects within 20 miles of these large events:

Table 4 (Large Events)

Event City Dates

Formula 1 @ COTA Austin Annually (See Event Website)

Moto GP @ COTA Austin Annually (See Event Website)

ACL Fest Austin Annually (See Event Website)

SXSW Austin Annually (See Event Website)

ROT Rally Bastrop Annually (See Event Website)

UT Football Games Austin Annually (See Event Website)

Sales Tax Holiday All Annually (See Event Website)

Rodeo Austin Austin Annually (See Event Website)

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DIV.NO.

STATE

CONT. SECT. JOB

SHEET

HIGHWAY NO.

COUNTYDIST.

TEXAS AUS

PROJECT NO.

- - FM 1626-

HAYS

OLD BLACK COLONY RD

Texas Department of Transportation

R

ALL RIGHTS RESERVED

C 2025 TEXAS DEPARTMENT OF TRANSPORTATION

TBPE Firm Registration No. 20623

San Antonio, Texas 78230, 210.660.1960

7800 W Interstate 10, Suite 830, Legacy Engineering Group, PLLC

SHEET OF

All lanes will be open by noon of the day before the special events listed in below table. No closures will be allowed on Friday and the weekends for projects within 10 miles of these special events:

Table 5 (Special Events)

Event City Dates

Eaker BBQ Competition Fredericksburg March 10, 2024

Sherwood Forest Faire McDade / Paige Weekends in March and April

Smithville Jamboree Smithville April 4-6, 2024

Two Step Inn Georgetown April 20-24, 2024

Wiener Dog Races Buda April 27-28, 2024

Founders Day Festival Dripping Springs April 26-28, 2024

Red Poppy Festival Georgetown April 26-28, 2024

Crawfish Open Llano 3 rd

Friday and Saturday in April

Fair and Rodeo Liberty Hill May 18, 2023

Founders Day Ceremony Fredericksburg 2 nd

Weekend in May

Crawfish Festival Fredericksburg Saturday before Memorial Day

Lakefest Boat Races Marble Falls June 10-11, 2023

Watermelon Thump Luling Last Full Weekend in June

Pie in the Sky Kyle Sept 1-2, 2023

Wine and Music Festival Georgetown Last Saturday of September

Deer Season Opening Weekend All Counties in Burnet Area Office 1 st

Friday and Saturday of Season

Christmas Nights of FBG Lights Fredericksburg Nov 21, 2023

Christmas on Mercer Dripping Springs Dec 2, 2023

Lady of Guadalupe Procession Fredericksburg Dec 12, 2023

Texas State Graduation Fall San Marcos TBD

Texas State Graduation Spring San Marcos TBD

All the large and special events listed in the above tables occur annually. Coordinate with the Department and review the city/event website to plan around the future events.

To account for directional traffic volumes, begin and end times of closures may be shifted equally by the Engineer. The closure duration will remain. Added compensation is not allowed.

One-way traffic control, including work performed under Item 510, must be set up to provide a maximum of 20 minutes of delay to the traveling public.

Submit an emailed request for a lane closure (LCN) to TxDOT. The email will be submitted in the format provided. Receive concurrence prior to implementation. Submit a cancellation of lane closures a minimum of 18 hours prior to implementation.

Blanket requests for extended periods are not allowed. Max duration of a request is 2 weeks prior to requiring resubmittal.

Provide 2-hour notice prior to implementation and immediately upon removal of the closure.

For roadways listed in Table 1: Submit the request 96 hours prior to implementation.

For roadways not listed in Table 1: Submit the request a minimum of 48 hours prior to the closure and by the following deadline immediately prior to the closure: 11A on Tuesday or 11A on Friday.

For all roadways: Submit request for traffic detours and full roadway closures 168 hours prior to implementation. Submit request for nighttime work 96 hours to implementation date.

Cancellations of accepted closures (not applicable to full closures or detours) due to weather will not require resubmission in accordance with the above restrictions if the work is completed during the next allowable closure time.

Closures that conflict with adjacent contractor will be prioritized according to critical path work per latest schedule. Conflicting critical path or non-critical work will be approved for first LCN submitted. Denial of a closure due to prioritization or other reasons will not be reason for time suspension, delay, overhead, etc.

Meet with the Engineer prior to lane closures to ensure that sufficient equipment, materials, devices, and workers will be used.

Take immediate action to modify current and future traffic control, if at any time the queue becomes greater than 20 minutes.

Consider inclement weather prior to implementing the lane closures. Do not set up traffic control when the pavement is wet.

Cover, relocate, or remove existing small, large, and overhead signs that conflict with traffic control. Cover large and overhead signs to remain using latest standard TS-CD. This work is subsidiary.

Install all permanent signs, delineation, and object markers required for the operation of the roadway before opening to traffic.

Use of temporary mounts is allowed or may be required until the permanent mounts are installed or not impacted by construction. Maintain the temporary mounts. This work is subsidiary.

Place a 28-inch cone, meeting requirements of BC (10) and Ty III barricades, on top of foundations that have protruding studs.

This work is subsidiary.

Vertical panels used on roadways with speed limit 55mph or greater must be round in shape or have a self-righting mechanism.

The "flat" or "oblong" shaped vertical panels are not allowed.

A series of sequential flashing warning lights, per BC(7), must be installed in a merging taper for long term stationary TCP. This includes all TCP setups, such as those shown on the plans or TCP setups per the standards.

Edge condition treatment types must be in accordance with the TxDOT standard. Installation and removal of a safety slope is subsidiary.

To determine a speed limit or an advisory speed limit, submit a request to TxDOT 60 business days prior to manufacture of the sign.

For non-site-specific signal projects, 2 months of barricades will be paid per work order location.

The Contractor Force Account "Safety Contingency" that has been established for this project is intended to be utilized for work zone enhancements, to improve the effectiveness of the Traffic Control Plan, that could not be foreseen in the project planning and design stage. These enhancements will be mutually agreed upon by the Engineer and the Contractor's Responsible Person based on weekly or more frequent traffic management reviews on the project. The Engineer may choose to use existing bid items if it does not slow the implementation of enhancement.

Business access signs will be paid using safety continency. Install as directed by the Engineer. Company logos will not be permitted on the signs. Maintenance of the signs will be subsidiary to Item 502.

ITEM 503 - PORTABLE CHANGEABLE MESSAGE SIGN

Place PCMS 10 calendar days prior to begin work stating "Road Work Begin Soon, Contact 832-7000 For Info".

Place PCMS at time of LCN request. Place the PCMS at the expected end of queue caused by the closure. When the closure is active, revise the message to reflect the actual condition during the closure, such as "RIGHT LN CLOSED XXX FT".

ITEM 505 - TRUCK MOUNTED ATTENUATOR AND TRAILER ATTENUATOR

The TMA/TA used for installation/removal of traffic control for a work area will be subsidiary to the TMA/TA used to perform the work.

The contractor will be responsible for determining if one or more operations will be ongoing at the same time to determine the total number of TMA/TA required for the work. TMA/TAs paid by the day is full compensation for all worksite locations during an entire day.

TMA/TAs used to protect damaged attenuators will be paid by the day using the force account item for the repair.

ITEMS 600s & 6000s - ITS, TOLLING, LIGHTING, SIGNING, MARKINGS, AND SIGNALS

Meet the requirements of the NEC, Texas MUTCD, TxDOT standards, and TxDOT Standard Specifications. Notify the Engineer if existing elements to remain do not meet code or specification.

Provide all service, equipment and material required to provide a functional item and interface with existing equipment and software.

For signals and illumination contact Robert Bolin (Robert.Bolin@txdot.gov) and Kevin Plumlee (Kevin.Plumlee@txdot.gov).

For ITS contact Doug Turner (Douglas.L.Turner@txdot.gov) and Kevin Plumlee (Kevin.Plumlee@txdot.gov).

Use the TxDOT provided form to submit an electrical, illumination, and signal checklist prior to request for signal activation or a punch list.

Provide a 14-day advance email notice to the Engineer to request illumination or traffic signal punch list inspection.

All items must be completed per the plans prior to traffic signal activation including deficiencies found in the punch list.

Provide a 14-day advance notice prior to planned traffic signal activation. Send notice by email to Kevin.Plumlee@txdot.gov, Robert.Bolin@txdot.gov, Rick.Thomas@txdot.gov, Gabriela.Perales@txdot.gov, and the Project Engineer.

The contractor must have a qualified technician and a representative from the controller and detection supplier on the project site to place the traffic signals in operation.

For existing traffic signals, provide a 14-day advance email notice to the Engineer with Contractor signal technician contact information and signal locations prior to working or assuming operations of illumination or traffic signal.

Provide a 60-day advance email notice to the Engineer to request signal timing if timing is not provided in the plans.

Provide a 180-day advance email notice to the Engineer for equipment to be provided by TxDOT.

Provide equipment that requires TxDOT programming, etc. to TxDOT 180 days in advance.

Prior to relief of maintenance, a Test Period is required for signals and ITS equipment in accordance with Item 680.3.1.7.

Response time to reported trouble calls shall be less than 2 hours.

Complete repairs within 24 hours. Notify the Engineer and maintain a logbook in the controller cabinet of each trouble call. Do not clear the error log in the conflict monitor without approval.

ITEM 618 - CONDUIT

Shift the locations of conduit and ground boxes to accommodate field conditions. Install conduit not exceeding 2 feet in any direction from a straight line. Install conduit at a minimum depth of 2 ft. below finished grade. Installation of the conduit by jacking or boring method will be at a depth of at least 1 ft. below subgrade.

Install a high tension, non-metallic pull rope in all empty conduit runs. This work is subsidiary.

Use a coring device, not a hammer drill, when drilling holes through concrete structures.

Structurally mounted junction boxes will be as shown on the plans. When used for traffic signal installations, these boxes will be

12" x 12" x 8". This work is subsidiary.

For underground conduit, smooth wall schedule 40 equivalent HDPE can be substituted for schedule 40 PVC. For SCH 80 bore conduits, a schedule 40 equivalent HDPE carrier pipe of adequate size to carry the proposed conduits can be used as substitute.

HDPE must transition to RMC/PVC per ED (11)-14.

When using existing conduit, ensure that all conduits have bushings and cleaned of dirt, mud, grease, and other debris. Re-strap existing or relocated conduit per the specification. This work is subsidiary.

Abandoned underground conduit must have all conductors removed.

ITEM 620 - ELECTRICAL CONDUCTORS

Provide 10-amp time delay fuses.

For Pedestal Poles (Item 687), provide single-pole breakaway disconnects.

Install a minimum size 8 AWG equipment grounding conductor (EGC) in all conduits including loop detectors and traffic signal cables. Payment and the size of the EGC will be in accordance with standard ED (3)-14 note 12.

Permanently mark "Illumination" on the luminaire conductors installed inside a traffic signal pole. Make the marks easily visible from the hand hole.

ITEM 624 - GROUND BOXES

Aggregate for fill under the box will be crushed, have a maximum size of 2 in., minimum size of ½ in., and requirements per Item

302 are waived.

ITEM 628 - ELECTRICAL SERVICES

Contact the utility company upon execution of contract and prior to the pre-construction meeting to make arrangements for all work and materials provided by the utility company. Contact AUS_Auditors@txdot.gov for account approval and information.

Accounts shall be placed in the name of TxDOT.

1 Revision No. 1 - 3/31/2025, Addendum 11

3 3

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TEXAS AUS

PROJECT NO.

- - FM 1626-

HAYS

OLD BLACK COLONY RD

Texas Department of Transportation

R

ALL RIGHTS RESERVED

C 2025 TEXAS DEPARTMENT OF TRANSPORTATION

TBPE Firm Registration No. 20623

San Antonio, Texas 78230, 210.660.1960

7800 W Interstate 10, Suite 830, Legacy Engineering Group, PLLC

SHEET OF

ITEM 666 - RETROREFLECTORIZED PAVEMENT MARKINGS

Notify the Engineer at least 24 hr. before beginning work.

All projects, including resurfacing, must increase center-to-center width for center line markings to 18 in. unless the plans or existing is greater than 18 in.

Place longitudinal markings nightly for IH 35 main lanes or roadways with AADT greater than 100,000. Use of temporary flexible reflective roadway marker tabs is subsidiary and at the Contractor's option. Replace missing or damaged tabs nightly. If using tabs, place longitudinal markings weekly by 5 AM Friday for all weekday work and by 5 AM Monday for all weekend work. Failure to maintain tabs or place longitudinal markings by deadline will require nightly placement of longitudinal markings.

Place longitudinal markings no later than 7 calendar days after placement of the surface for roadways with AADT greater than

20,000.

When the raised portion of a profile marking is placed as a separate operation from the pavement marking, the raised portion must be placed first then covered with TY I.

When using black shadow to cover existing stripe apply a non-retroreflective angular abrasive bead drop. The marking color shall be adjusted to resemble the pavement color. If Item 677 is not used prior to placement of black shadow, scrape the top of the marking with a blade or large piece of equipment unless surface is a seal coat. The scraping of the marking is subsidiary.

ITEM 672 - RAISED PAVEMENT MARKERS

Place Type I-C and II-C-R markers at 40 ft. spacing for all lane lines.

ITEM 677 - ELIMINATING EXISTING PAVEMENT MARKINGS AND MARKERS

Dispose of removed materials and debris at locations off the right of way.

Elimination using a pavement marking will not be allowed in lieu of methods listed in specification.

Remove pavement markings outside the limits of the new surface by a blasting method.

Use a TRAIL or a non-retroreflective paint to cover stripe remnants that remain after elimination.

The test requirements for these materials are waived. The paint color shall be adjusted to resemble the existing pavement color.

Installation and m aintenance is subsidiary.

ITEM 680 - HIGHWAY TRAFFIC SIGNALS

For traffic signal head installation use Austin District MAD-14 detail.

Testing is required for all traffic signal cabinets including when the plans specify a signal cabinet to be used as an overhead flashing beacon cabinet.

Provide a minimum of 48 working hour's notice prior to dropping off a cabinet. Notice should be sent by email to

Robert.Bolin@txdot.gov, Rick.Thomas@txdot.gov, and the TxDOT engineer. The signal plan sheets must be included in the email.

After providing the required notice, deliveries are accepted Monday through Thursday 6:30am to 5:00pm. Delivery address is

7901 N IH 35 Austin, Tx 78753. All cabinet components (other than detection) must be included in the delivery.

The signal shop will complete testing within 72 hours and provide notice of the test results.

Provide a minimum of 48 working hours' notice prior to picking up a cabinet. Upon pickup the contractor will be provided documentation that the cabinet passed inspection.

Luminaire arms shall be aligned with the signal head support. If multiple signal head supports, the luminaire arm shall be aligned with the support over the higher volume roadway.

All signal head housing components must be aluminum. Polycarbonate is not permitted.

Illumination assemblies must be 250W EQ LED unless shown on the plans. Illumination assemblies used for roadways listed in

Item 610 Table Dark Sky must have a color temperature less than 3000k. Test in accordance with Item 616. This work is subsidiary.

Furnish all materials and install signs mounted on the traffic signal wire, traffic signal poles, mast arms, and pedestal pole assemblies. Remove all conflicting signs and sign foundations when signal is placed into operation. This work is subsidiary.

Use a Vulcan swinger sign mounting bracket or equivalent for all signs mounted on span wires.

Upon removal of existing signal, illumination, and ITS components, contact the signal shop to deliver materials to the Austin

District Headquarters located at 7901 North IH 35, 78753. If signal shop declines receipt of material, Contractor will be responsible for disposal.

All signal poles/arms will be stripped of heads, signs, brackets, wire, and banding and must include all hardware including nuts and bolts. Contact signal shop 48 hours before delivery. Deliveries are only accepted Monday thru Thursday between 6:30am and 5:00pm. The Contractor must supply equipment to unload poles/arms at the TxDOT facility.

For city operated signals, the city may assist in determining how the detector loop lead-in cables are to be connected, and will also program the controller for operation, the video detection, hook up the conflict monitor, detector units and other equipment, and turn on the controller. If shown on the plans, install the Emergency Response Detection equipment supplied by the City.

ITEM 682 - VEHICLE AND PEDESTRIAN SIGNAL HEADS

Install signal head attachments so the wiring to each passes from the signal pole through the attachment hardware to the signal head. Use UV rated tie wraps.

Traffic signal heads will be aluminum unless otherwise shown on the plans. Back plates will be black aluminum with reflective borders.

Provide louvers, which have five vanes with a black finish on inside surfaces when required.

Fasten a hardware cloth screen, securely, with �⅝ " or smaller mesh size to the front face of each louver to prevent bird nesting.

Use the four-point mounting system (TY A) for signal heads, except in cases of skewed or vertical heads when (TY B) will be used.

ITEM 684 - TRAFFIC SIGNAL CABLES

For Type A cables, cables meeting the requirements of IMSA 19-1 can be substituted for IMSA 20-1. For all types of cables, an increase of one size larger wire diameter and thickness can be substituted for plan size without additional cost to the

Department. For example, 12 AWG can be substituted for 14 AWG.

For each cable run, coil an extra 2 ft. of cable in each steel pole and 5 ft. in the controller cabinet.

Provide a separate multi-conductor signal cable (14 AWG) inside pedestal poles and mast-arm signal poles from the terminal strip to each signal head as shown on the plans.

ITEM 686 - TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)

Provide and install damping plates on all mast arms 40 ft. or greater. For mast arms less than 40 ft., refer to SMA and DMA vibration notes for guidance. This work is subsidiary.

When luminaires are installed on mast arm poles, install a separate terminal strip in the signal pole access compartment. Provide a 10-amp time-delay fuse for traffic signal poles with luminaires.

ITEM 687 - PEDESTAL POLE ASSEMBLIES

Verify the required pole height prior to ordering material.

ITEM 688 - PEDESTRIAN DETECTORS AND VEHICLE LOOP DETECTORS

Pedestrian push buttons will be mounted at 42 in. above the walking surface and have permanent type signs within the detector unit (9 in. x 12 in. sign and push button station on signal poles and 5 in. x 7 in. sign and push button station on pedestrian poles), which explains their purpose and indicates which crosswalk signal is actuated. Provide speech walk message as shown in the plans or per Engineer.

ITEM 6018 - CCTV FIELD EQUIPMENT

Include all incidental work, material, and services not expressly called for in the specifications, or not shown on the plans, which may be necessary for a complete and properly functioning system. This work is subsidiary.

Provide one each of CCTV camera, lens, housing, pan/tilt, controller, and any necessary cables and incidentals necessary to produce a usable video image in conjunction with the acceptance inspection for special specification Item 6xxx "ITS Pole with

Cabinet". Furnish material identical to those supplied for this project, conforming to the plans and specifications, and becoming the property of the State. This work is subsidiary.

ITEM 6008 - RADAR VEHICLE DETECTION SYSTEM (RVDS) FOR SIGNALIZED INTERSECTION CONTROL

Provide and install Radar Vehicle Detection System (RVDS) and communication cable as directed by the Engineer. Place the radar detector communication cable in continuous and separate runs from each RVDS to the controller. For each cable terminating at the controller cabinet, provide an extra 5-ft length when installing the cable into the controller. Provide a Serial to

Ethernet convertor for each RVDS system. Consider the costs associated with the above work subsidiary to the pertinent Items.

Install the RVDS detection zones as directed. Have qualified personnel on site at the time of the signal turn-on to assist with the installation of detection zones.

Provide a set-up system. Load required set-up software for up to 15 of the District Signal Shop's computers and provide all necessary licensing or provide two setups (or upload/download) devices per contract.

If the RVDS locations shown in the plans do not allow for proper sight of the proposed detection zones, relocate the devices as needed and as directed. This labor and material cost will not be paid separately but is subsidiary to this Item.

TRAFFIC SIGNAL NOTES

17. ALL PROPOSED TRAFFIC SIGNAL SIGNING SHOWN ON THE TRAFFIC SIGNAL PLANS IS SUBSIDIARY TO ITEM 680

16. ALL BACKPLATES SHALL BE INSTALLED WITH REFLECTIVE BORDER. THE REFLECTIVE TAPE SHALL BE SUBSIDIARY TO ITEM 682-6033.

OR AS DIRECTED BY THE ENGINEER.

15. DRILLED SHAFT FOUNDATIONS PLACED ON SIDEWALKS OR ANY FINISHED CONCRETE SURFACE SHALL BE FLUSH WITH CONCRETE SURFACE

14. ALL TRAFFIC SIGNAL EQUIPMENT LOCATIONS AND RIGHT-OF-WAY LINES ARE APPROXIMATE. VERIFY LOCATIONS IN THE FIELD AS NECESSARY.

ELECTRICAL SERVICE SHALL BE SUBSIDIARY TO BID ITEM 628.

ALL ASSOCIATED COST WITH THE INSTALLATION (CONDUIT, ELECTRICAL CONDUCTORS, TRANSFORMERS, ETC.) AND CONNECTION OF THE

13. THE CONTRACTOR SHALL COORDINATE THE ELECTRICAL SERVICE CONNECTION WITH THE ELECTRICAL UTILITY COMPANY. THIS WORK AND

MEANS AND METHODS SUCH AS HYDRO-EXCAVATION, HORIZONTAL DRILLING, ETC. WILL BE CONSIDERED SUBSIDIARY TO BID ITEM 416.

WHERE NECESSARY TO SECURE A MORE DESIRABLE LOCATION OR TO AVOID CONFLICT WITH UTILITIES. ANY UNIQUE OR NON-TRADITIONAL

FOR ALL PERMANENT TRAFFIC CONTROL DEVICES. THE CITY MAY SHIFT THE FOUNDATION LOCATIONS WITHIN THE DESIGN GUIDELINES

FOUNDATIONS AS SHOWN ON THE PLAN AND REQUEST A FIELD CONFIRMATION MEETING PRIOR TO THE INSTALLATION OF ANY FOUNDATION

NEAR UNDERGROUND OR OVERHEAD UTILITIES. CONSULT THE APPROPRIATE UTILITY PRIOR TO BEGINNING WORK. STAKE AND INSTALL

THE CONTRACTOR SHALL INSTALL DRILL SHAFT ADHERING THE ESTABLISHED INDUSTRY AND UTILITY SAFETY PRACTICES WHEN WORKING

12. CONTRACTOR SHALL ADHERE TO REQUIREMENTS OF ITEM 416 FOR THE PLACEMENT AND INSTALLATION OF DRILLED SHAFT FOUNDATIONS.

STUB OUTS SHALL BE APPROPRIATELY CAPPED BELOW GRADE FOR FUTURE USE.

11. AN ADDITIONAL 2" SCHEDULE 80 PVC SHALL BE INSTALLED AT EACH POLE FOUNDATION STUBBED OUT 2' FROM THE FACE OF FOUNDATION.

10. TRAY CABLE SHALL BE RUN IN 2" CONDUIT SEPARATE FROM THE SIGNAL CABLE.

DIRECTED BY ENGINEER.

9. LUMINAIRES ARE SHOWN AT AN ANGLE FOR CLARITY PURPOSES ONLY. ORIENT LUMINAIRE ARMS PERPENDICULAR TO TRAVEL LANE OR AS

8. THE CONTRACTOR SHALL CONNECT FIELD WIRING TO CONTROLLER.

7. NEATLY CAP/COIL ALL WIRES AND CABLES IN THE GROUND BOX OR AT TERMINATION.

6. THIS SIGNAL TO BE CONSTRUCTED PER TXDOT STANDARDS AND SPECIFICATIONS. HEADS WILL BE INSTALLED PER TXMUTCD 2011.

5. PROVIDE 19' MIN CLEARANCE FOR ALL SIGNAL HEADS.

STREET SIDE OF THE SERVICE ENCLOSURE. SAID ADDRESS SHALL ALSO BE RECORDED AND GIVEN TO THE INSPECTOR FOR THEIR RECORDS.

PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL SUPPLY AND INSTALL THE ADDRESS IN PERMANENT NUMBERS AND LETTERS TO THE

4. LOCATIONS OF TRAFFIC SIGNAL POLES, CONTROLLER ASSEMBLIES, AND ELECTRICAL SHALL BE VERIFIED AND APPROVED BY THE INSPECTOR

FOUNDATIONS ADJUSTED IN THE FIELD IN ORDER TO MEET CLEARANCES MUST BE APPROVED BY THE ENGINEER.

3. CONTRACTOR TO POTHOLE SIGNAL POLE LOCATIONS NEAR UNDERGROUND UTILITIES PRIOR TO INSTALLING POLE FOUNDATION.

DAMAGES CAUSED BY HIS/HER FAILURE TO LOCATE, PRESERVE, AND PROTECT THESE UTILITIES.

PROTECT THESE UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR WILL BE HELD LIABLE FOR ANY

AND SHOWN/NOT SHOWN) PRIOR TO COMMENCING WORK. ANY ADDITIONAL COSTS AND/OR LABOR INCURRED TO LOCATE, PRESERVE, AND

BEST RECORDS AVAILABLE AND ARE APPROXIMATE. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL UTILITIES(PRIVATE/PUBLIC

1. THE EXISTENCE AND LOCATION OF UTILITIES, EITHER UNDERGROUND OR OVERHEAD, INDICATED ON THE PLANS ARE TAKEN FROM THE

PROPOSED TRAFFIC SIGNAL GENERAL NOTES:

NEW LOCATION MUST BE APPROVED BY ENGINEER.

21. IF CONTRACTOR NEEDS TO MAKE FIELD ADJUSTMENTS TO FOUNDATION PLACEMENT TO AVOID UNDERGROUND UTILITY CONFLICT,

20. CONTRACTOR TO VERIFY AVAILABLE RIGHT-OF-WAY ON OLD BLACK COLONY RD PRIOR TO CONSTRUCTION.

19. CONTRACTOR SHALL CONTACT TXDOT TRAFFIC ENGINEER A MINIMUM OF FOURTEEN (14) DAYS PRIOR TO THE TRAFFIC SIGNAL TURN-ON.

18. CONTRACTOR SHALL CONTACT TXDOT TRAFFIC ENGINEER A MINIMUM OF SEVEN (7) DAYS PRIOR TO BEGINNING OF CONSTRUCTION.

SYSTEM:1-800-345-4545.

2. THE CONTRACTOR SHALL CALL UTILITY LOCATOR SERVICE AT LEAST 48 HOURS PRIOR TO COMMENCING WORK TEXAS "ONE-CALL"

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DIV.NO.

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CONT. SECT. JOB

SHEET

HIGHWAY NO.

COUNTYDIST.

TEXAS AUS

PROJECT NO.

- - FM 1626-

HAYS

OLD BLACK COLONY RD

Texas Department of Transportation

R

ALL RIGHTS RESERVED

C 2025 TEXAS DEPARTMENT OF TRANSPORTATION

TBPE Firm Registration No. 20623

San Antonio, Texas 78230, 210.660.1960

7800 W Interstate 10, Suite 830, Legacy Engineering Group, PLLC

SHEET OF 1 1

SUMMARY OF QUANTITIES

2. PROJECT IS NOT LOCATED WITHIN THE FEMA FLOODPLAIN.

PARTS AND LABOR WILL BE SUBSIDIARY TO BID ITEM 680 7002.

1. CELLULAR MODEM WILL BE PROVIDED BY TXDOT AUS DISTRICT SIGNAL SHOP.

NOTE:

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DIV.NO.

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CONT. SECT. JOB

SHEET

HIGHWAY NO.

COUNTYDIST.

TEXAS AUS

PROJECT NO.

- - FM 1626-

HAYS

OLD BLACK COLONY RD

Texas Department of Transportation

R

ALL RIGHTS RESERVED

C 2025 TEXAS DEPARTMENT OF TRANSPORTATION

TBPE Firm Registration No. 20623

San Antonio, Texas 78230, 210.660.1960

7800 W Interstate 10, Suite 830, Legacy Engineering Group, PLLC

SHEET OF 1 1

SUMMARY OF WORK ZONE TRAFFIC CONTROL ITEMS

ITEM NO. 100 500 502 503 505 505

DESCRIPTION CODE 7002 7001 7001 7001 7001 7003

LOCATION

PREPARING

ROW

MOBILIZATION

BARRICADES,

SIGNS AND

TRAFFIC

HANDLING

PORTABLE

CHANGEABLE

MESSAGE

SIGN

TMA

(STATIONARY)

TMA (MOBILE

OPERATION)

STA LS MO DAY DAY DAY

FM 1626 & OLD BLACK COLONY RD 2 1 2 21 5 1

PROJECT TOTALS 2 1 2 21 5 1

SUMMARY OF SIGNING & PAVEMENT MARKINGS ITEMS

ITEM NO. 644 644 644 666 666 666 666 666 666 666 666 666 666

DESCRIPTION CODE 7001 7004 7073 7024 7036 7042 7066 7123 7132 7347 7348 7352 7353

SHEET NO.

IN SM RD

SN SUP&AM

TY10BWG

(1)SA(P)

IN SM RD

SN SUP&AM

TY10BWG

(1)SA(T)

REMOVE

SM RD SN

SUP&AM

REFL PAV

MRK TY I

(W)8"(SLD)

(100MIL)

REFL PAV

MRK TY I

(W)24"(SLD)

(100MIL)

REFL PAV

MRK TY I

(W)(ARROW)

(100MIL)

REFL PAV

MRK TY I

(W)(WORD)

(100MIL)

REFL PAV

MRK TY I

(Y)24"(SLD)

(100MIL)

REFL PAV

MRK TY I (Y)

(MED NOSE)

(100MIL)

PAVEMENT

SEALER 6"

PAVEMENT

SEALER 8"

PAVEMENT

SEALER 24"

PAVEMENT

SEALER

(ARROW)

EA EA EA LF LF EA EA LF EA LF LF LF EA

1 2 1 1 105 62 1 1 54 2 458 105 116 1

2 400 1 1 1 1195 400 1

PROJECT TOTALS 2 1 1 505 62 2 2 54 3 1653 505 116 2

TRAFFIC SIGNAL EQUIPMENT SUPPLIED BY CONTRACTOR PER TXDOT APPROVAL AND PAID BY FORCE ACCOUNT

DESCRIPTION UNIT TOTAL QTY.

1 TRAFFIC SIGNAL CONTROLLER EA 1

2 TRAFFIC SIGNAL CABINET EA 1

3 MANAGED HARDENED ETHERNET SWITCH EA 1

4 POWER SUPPLY (FOR SWITCH) EA 1

5 CCTV CAMERA EA 1

SUMMARY OF SIGNING & PAVEMENT MARKINGS ITEMS

ITEM NO.

DESCRIPTION CODE

SHEET NO.

PROJECT TOTALS

666 666 666 672 672 677 678 678 678 678 678 678 678

7354 7355 7423 7002 7004 7001 7002 7004 7008 7009 7016 7024 7033

PAVEMENT

SEALER

(WORD)

PAVEMENT

SEALER

(MED NOSE)

REFL PAV

MRK TY I

(Y)6"(SLD)

(100MIL)

REFL

PAV MRKR

TY I-C

REFL

PAV MRKR

TY II-A-A

ELIM EXT

PM & MRKS

(4")

PAV SURF

PREP FOR

MRK (6")

PAV SURF

PREP FOR

MRK (8")

PAV SURF

PREP FOR

MRK (24")

PAV SURF

PREP FOR

MRK

(ARROW)

PAV SURF

PREP FOR

MRK

(WORD)

PAV SURF

PREP FOR

MRK

(MED NOSE)

PAV SURF

PREP FOR

MRK

(RPM)

EA EA LF EA EA LF LF LF LF EA EA EA EA

1 2 458 6 52 448 458 105 116 1 1 2 58

1 1 1195 20 72 1250 1195 400 1 1 1 92

2 3 1653 26 124 1698 1653 505 116 2 2 3 150

SUMMARY OF TRAFFIC SIGNAL ITEMS

ITEM NO. 416 416 416 618 618 618 620 620 620 620 624 628 680 682 682 682

DESCRIPTION CODE 7043 7044 7046 7054 7060 7061 7007 7008 7009 7010 7008 7169 7002 7001 7002 7003

LOCATION

DRILL SHAFT

(TRF SIG POLE)

(30 IN)

DRILL SHAFT

(TRF SIG POLE)

(36 IN)

DRILL SHAFT

(TRF SIG POLE)

(48 IN)

CONDT (PVC)

(SCH 80) (2")

CONDT (PVC)

(SCH 80) (3")

CONDT (PVC)

(SCH 80) (3")

(BORE)

ELEC CONDR

(NO.8) BARE

ELEC CONDR

(NO.8)

INSULATED

ELEC CONDR

(NO.6) BARE

ELEC CONDR

(NO.6)

INSULATED

GROUND BOX

TY D

(162922)W/A

PRON

ELC SRV TY D

120/240

070(NS)AL(E)

SP(O)

INSTALL HWY

TRF SIG

(ISOLATED)

VEH SIG SEC

(12")LED(GRN)

VEH SIG SEC

(12")LED(GRN

ARW)

VEH SIG SEC

(12")LED(YEL)

LF LF LF LF LF LF LF LF LF LF EA EA EA EA EA EA

FM 1626 & OLD BLACK COLONY RD 11 13 22 130 170 960 1225 1145 35 70 4 1 1 6 1 6

PROJECT TOTALS 11 13 22 130 170 960 1225 1145 35 70 4 1 1 6 1 6

SUMMARY OF TRAFFIC SIGNAL ITEMS

ITEM NO.

DESCRIPTION CODE

LOCATION

FM 1626 & OLD BLACK COLONY RD

PROJECT TOTALS

682 682 682 682 682 684 684 686 686 686 6005 6007 6008 6008 6018

7004 7005 7006 7037 7054 7031 7033 7035 7051 7059 7001 7001 7001 7002 7001

VEH SIG SEC

(12")LED(YEL

ARW)

VEH SIG SEC

(12")LED(RED)

VEH SIG SEC

(12")LED(RED

ARW)

BACKPLATE

W/REFL

BRDR(4 SEC)

BACKPLATE

W/REFL

BRDR(3 SEC)

TRF SIG CBL

(TY A)(14

AWG)(5

CONDR)

TRF SIG CBL

(TY A)(14

AWG)(7

CONDR)

INS TRF SIG PL

AM(S)1

ARM(32')LUM

INS TRF SIG PL

AM(S)1

ARM(48')LUM

INS TRF SIG PL

AM(S)1

ARM(55')LUM

ITS COM CBL

(ETHERNET)

BBU SYSTEM

(EXTERNAL

BATTERY

CABINET)

RVDS

(PRESENCE

DETECTION

ONLY)

RVDS

(ADVANCE

DETENTION

ONLY)

CCTV FIELD

EQUIP

(DIGITAL)

(INSTL ONLY)

EA EA EA EA EA LF LF EA EA EA LF EA EA EA EA

2 6 1 1 6 1400 350 1 1 1 100 1 3 2 1

2 6 1 1 6 1400 350 1 1 1 100 1 3 2 1

Revision No. 1 - 3/31/2025, Addendum 11

DN: CK: DW: CK:FILE:

HAYS

JOB

COUNTY

SECT

DIST

REVISIONS

TxDOT TxDOT TxDOT TxDOT

AUS

HIGHWAY

FM 1626

SHEET NO.

C TxDOT o f t h i s s t a n d a r d t o h e r f o r m a t s o r f o r i n c o r r e c t r e s u l t s o r d a m a g e s r e s u l t i n g f r o m i t s u s e k i n d i s m a d e b y

T x D

O T f r a n y p u r p o s e w h a t s o e v e x D a s s…