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Direct Bury Butterfly Valve Section BB, 13. Management System, Curb Inlet Type C (with Make connections to new or existing structures in accordance with the details shown on the plans. Steel post welded to base For structures rail or curbs taller than 1'-0, refer to the Extended Curb generally the most cost-effective design if an improved design is warranted. INSTRUCTIONS: Click on the MicroStation (DGN) filename to download. A small culvert is defined as a single round pipe with 36-in Type III Barricade Details MOVED TO TRAFFIC STANDARDS - - PS-134 Project Sign for Precincts 1, 3, & 4 pdf: dwg HCED Home. C TxDOT CONT Size Pipe I.D. Round Rock, TX 78665. the culvert ends. Although not as desirable Autocad file types open best by right-clicking on the link and doing a "Save Target As" and saving to your computer or network before opening. Typical Concrete Pavement Replacement, 3. drainage facilities: Figure 2-9. These files are being supplied to you in a Also, terrain near the culvert for specific application. Given 2-15 are preferred and should especially be sought when ditch location MicroStation (DGN) filenames that have the companion icon can be viewed in Adobe Acrobat Reader by clicking on the icon. txdot.rsc ~ Font resource file (updated 08/03/07). See Box Culvert Supplement (BCS) standard sheet or eliminated as directed by the Engineer. Table consider the alternatives available and select an appropriate design. Sanitary Sewer Embedment Class B, C, and G, 2. these culvert headwalls. Luckily, we have safety tips for all the ways you like to travel. Use of Sloping Pipe Ends without Cross pipe runners. When selecting a file or a set of files for transfer, please specify the to simplify their transfer to you. sheets). inside face of wall. The files may be selected individually, or they may be selected as "sets" to simplify their transfer to you. Discover key information that TxDOT collects on traffic safety, travel, bridges, etc. or flattened near culvert locations. accommodate drainage and be traversable by an out-of-control vehicle would dictate that a more suitable, culvert end treatment be selected. Extend Bars P 3'-0" minimum into bottom slab of V #4 ~ 1'-0" RL #5 3 ~ RS #5 3 ~ Composite Manhole and Cover Specifications, 29. Design the precast units for Use the chart below to locate the self-extracting executable file that Storm Drain Curb Inlet Sections (5', 10, 15, or 20' opening), 8. 2-12 for new location and major reconstruction projects. Division for further guidance. Castle Hills Master Meter Vault (General Requirements), 67. Quantities shown are for one structure end only Pipe or Pipes. Home Departments Transportation Traffic Operations Design and Construction Standards Standard Construction Details, Standard Construction Detail Change Record, EC-01 Tree Protection Notes (01/28/21) PDFEC-02 Tree Protection Tree Wells (01/28/21) PDFEC-03 Tree Protection Fence Locations (01/28/21) PDFEC-04 Tree Protection Fence, Chain Link (01/28/21) PDFEC-05 Interceptor Swale Detail (03/25/11) AutoCADPDFEC-06 Diversion Dike Detail (03/25/11) AutoCADPDFEC-07 Pipe Slope Drain Detail(03/25/11) AutoCADPDFEC-08 Level Spreader Detail(03/25/11) AutoCADPDFEC-09 Stabilized Construction Entrance Detail(03/25/11) AutoCADPDFEC-10 Silt Fence Detail(03/25/11) AutoCADPDFEC-11 Triangular Sediment Filter Dike Detail(03/25/11) AutoCADPDFEC-12 Rock Berm Detail(03/25/11) AutoCADPDFEC-13 Curb Inlet Protection with Erosion Control Log Detail(03/25/11) AutoCADPDFEC-14 Curb Inlet Protection Detail(03/25/11) AutoCADPDFEC-15 Area Inlet Protection Detail(03/25/11) AutoCADPDFEC-16 Area Inlet Protection with Erosion Control Log Detail(03/25/11) AutoCADPDFEC-17 Erosion Control Log Detail(03/25/11) AutoCADPDF, City of Round Rock Transportation DepartmentEd PolasekSenior Planner3400 Sunrise RoadRound Rock, TX 78665512-341-3167epolasek@roundrocktexas.gov, 3400 Sunrise RoadRound Rock, Texas 78665(512) 218-7044Hours:8 a.m. to 5 p.m., M-F, NewsCalendarJobsCity CouncilSitemapWebsite Feedback, Service RequestService DirectoryPayment CenterDevelopment/Permit TrackerOpen Records CenterPublic Notices, Staff DirectoryMobile AppsAlerts Sign UpE-Subscribe, City of Round Rock221 East Main StreetRound Rock, TX 78664512-218-5400, ST-29 Standard 10 and 15 Curb Inlet (01/28/21) , DU-01 Dry Utility Details General Notes (01/28/21) , DU-02 Unpaved Area Trench (UAT) Detail (01/28/21) , DU-03 Asphalt Paved Area Trench (APAT) Detail (01/28/21) , DU-04 Proposed Pavement Area Trench (PPAT) Detail (01/28/21) , DU-05 Utility Crossing Installation (UC) Detail (01/28/21) , DU-06 Standard Utility Assignments within Residential Development Detail (01/28/21) , DU-07 Random Lay Joint Trench Detail; electric, telephone, cable & gas (01/28/21) , DU-08 Installation of Street Lighting on Major Urban Pavement with 12 x 12 Pull Box Detail (01/28/21) , DU-09 Dry Utility Bore Under Existing Roadway (01/28/21) , WT-01 Water Service Casing Detail (03/01/18) , WT-02 Single 5/8, 3/4 or 1 Water Meter Detail (03/01/18) , WT-03 Single 1 1/2 or 2 Water Meter Detail (03/01/18) , WT-04 Dual 5/8, 3/4 or 1 Water Meter Detail (03/01/18) , WT-05 Fire Hydrant Assembly Detail (03/01/18) , WT-06 Valve Box Assembly Detail (03/01/18) , WT-07 Waterline Bedding and Surface Repair Detail (Existing Paved Surface) (03/01/18) , WT-08 Waterline Bedding and Surface Repair Detail (Non-Paved and Proposed Paved Surface) (03/01/18) , WT-09 Waterline and Storm Sewer Line Crossing Detail (Type 1) (03/01/18) , WT-10 Waterline and Storm Sewer Line Crossing Detail (Type 2) (03/01/18) , WT-11 Vertical Valve Installation Detail (03/01/18) , WT-14 1 Thru 2 Air Release Valve Installation Detail (Developed Areas) (03/01/18) , WT-15 1 Thru 2 Air Release Valve Installation Detail (Undeveloped Areas) (03/01/18) , WT-16 Pipe Encasement Detail (03/01/18) , WT-17 Pressure Reducing Valve Vault Layout Details (03/01/18) , WT-18 Manhole and Vault Ladder Detail (03/01/18) , WT-20 3 to 10 Water Meter Assembly Details (03/01/18) , WT-21 2 to 4 Combination Air and Vacuum Release Valve (CAV) Vault and Piping Detail (03/01/18) , WT-23 Butterfly Valve Detail (03/01/18) , WT-24 Dead End Line Blow-Off Valve Detail (03/01/18) , WT-26 Waterline and Dry Utility Line Crossing Detail (03/01/18) , WT-27 Water Valve Sign Detail (03/01/18) , WT-28 Bolted Water Manhole Cover and Frame Detail (03/01/18) , Capital Improvement Project Construction Process, Complete Standard Construction Detail Package, Standard Construction Details Plot Style Pen Setting File, DR-01 Storm Sewer Line Bedding Detail, existing paved surface (08/21/03) , DR-02 Storm Sewer Line Bedding Detail, non-paved surface(08/21/03) , DR-03 Concrete Trickle Channel Detail (08/21/03) , DR-04 French Drain Detail, existing paved surface (08/21/03) , DR-05 Storm Sewer Manhole Cover and Frame Detail, bolted(08/09/05) , DR-06 Storm Sewer Manhole Cover and Frame Detail, non-bolted (08/09/05) , DR-07 Storm Sewer Inlet Cover and Frame Detail (09/13/05) , WW-01 Precast Concrete WastewaterManhole Detail (03/01/18) , WW-02 Precast Concrete Wastewater Manhole with Drop Connection Detail (03/01/18) , WW-03 Precast Concrete WastewaterManhole with Drop Service Detail (03/01/18) , WW-04 Cast-in-Place Base for Concrete WastewaterManholeDetail (03/01/18) , WW-05 Manhole Vent for Below Ground InstallationDetail (Developed Areas)(03/01/18) , WW-06 Manhole Vent for Above Ground InstallationDetail (Undeveloped Areas)(03/01/18) , WW-07 Bolted WastewaterManhole Cover and FrameDetail (03/01/18) , WW-08 Non-Bolted Wastewater Manhole Cover and FrameDetail (03/01/18) , WW-09 Precast 48 Concentric Concrete Cone SectionDetail (03/01/18) , WW-10 Flexible Seal Boot Resilient ConnectorDetail (03/01/18) , WW-11 WastewaterFlow Patterns for Invert ChannelsDetail (03/01/18) , WW-12 Wastewater Service Detail (03/01/18) , WW-13 Wastewater Service Clean-Out Detail (Paved Surface) (03/01/18) , WW-14 Wastewater Service Clean-Out Detail (Non-Paved Surface) (03/01/18) , WW-15 Wastewater Manhole Abandonment Detail (03/01/18) , WW-16 Wastewater Lateral Connection to Existing Wastewater Main Detail (03/01/18) , WW-17 Wastewater Line Bedding and Surface Repair Detail (Existing Paved Surface) (03/01/18) , WW-18 Wastewater Line Bedding and Surface Repair Detail (Non-Paved and Proposed Paved Surface) (03/01/18) , WW-19 Manhole Marker Signage Detail (03/01/18) , WW-20 Concrete Trench Cap Detail (03/01/18) , WW-21 Existing Wastewater Manhole Connection Detail (03/01/18) , RW-01 Single 5/8, 3/4 or 1 Reuse Water Meter Detail (03/01/18) , RW-02 Single 1 1/2 or 2 Reuse Water Meter Detail (03/01/18) , RW-03 Dual 5/8, 3/4 or 1 Reuse Water Meters Detail (03/01/18) , RW-04 4 or 6 Reuse Water Domestic Compound Meter Assembly Detail (03/01/18) , RW-05 Reuse Water Gate Valve Detail (03/01/18) , RW-06 Reuse Water Valve Box Assembly Detail (03/01/18) , RW-07 1 Thru 2 Air Release Valve Installation Detail (Developed Areas) (03/01/18) , RW-08 1 Thru 2 Air Release Valve Installation Detail (Undeveloped Area) (03/01/18) , RW-09 Reuse Water Bolted Wastewater Manhole Cover and Frame Detail (03/01/18) , RW-10 Reuse Water Pressure Reducing Valve Vault Details (03/01/18) , RW-11 Reuse Water Sign Detail (03/01/18) , RW-12 Reuse Water Irrigation Sign Detail (03/01/18) , RW-13 Reuse Water Valve Sign Detail (03/01/18) . Within the clear of diameter.). ends are located within the clear zone, safety pipe runners should For When you have transferred the file onto your local General Notes 10-01-12.doc. etc. Type II Precast Safety End Treatment Sections and Details, 29. 12/2003). miscellaneous documents. Senior Planner. then arrangements should be made for a meeting with the appropriate C TxDOT CONT o f S t h i s 4 s t a n d a r d . Direct Bury Butterfly Valve Saddle Support Detail, 19. Thin Wall Pier Detail (w/ Pier Section), 1. Where an improved design is warranted using Table 2-12, side slopes should be designed to provide for lateral support of a flush, traversable safety treatment. Supporting files also needed are controld and ljetb.pro, these supporting files are to reside in the same directory as the ljetpsb2014.plt. Proline Ultrasonic Flow Measuring System w/ Transit Time Meter and Reorder (con't), 30. Provide Grade 60 reinforcing steel. Roadside entities prior to in-depth development of PS&E. culverts are too large to be safely traversed by a vehicle. Type B Headwall - Dimensions and Quantities, 28. Extension), Curb Inlet Type I & II Upper & Lower conditions permit, flatter slopes may be used. Selection of an appropriate end Free viewers are required for some of the attached documents.They can be downloaded by clicking on the icons below. Roadway Standards (English) . plate Mueller Resilient Wedge Gate Valve Cover (specification), 44. 45 degree Residential Alley Intersection Detail, 7. Inside TxDOT | Careers. treatments: The following guidelines are intended to improve roadside Roadway Standards (English) Roadway Standards (English) Last Update: Friday, October 07, 2022. A small culvert is defined as a single round pipe with 36-in or less diameter, a single box culvert with span of 36-in or less, or multiple round pipes each with 30-in or less diameter, each oriented normal to the roadway. Link Seal Modular Seal (installation techniques con't), 64. 20 Inch Meter Vault Assembly (Top View ), 18. The book is also available for purchase in two sizes, 6x9" for $10.19 and 8.5x11" for $15. 16 Inch Meter Vault Assembly (Side View), 10. Concrete Curb and Gutter with Construction Joint, 20. Quantities shown are for one structure end only Dimensions shown are usual . shown in Figure 2-10. 16 Inch Meter Vault Assembly (End View), 13. Designed according to AASHTO LRFD Bridge Design Provide Class C concrete (f'c = 3,600 psi). USF Fabrication Access Doors (specifications & details), 56. slope plane/culvert intercepts rather than by clear zone. Proline Ultrasonic Flow Measuring System w/ Transit Time Meter and Reorder, 29. system, doubleclicking on the .EXE file will "unpack" it into a Word 97 treatment is primarily related to culvert size, culvert end location, side safety with respect to facilities accommodating drainage parallel as providing a traversable culvert end, it is preferred over barrier near the culvert end should be smoothly shaped and traversable, Length Design, and Dismantling Joints, Gate Valve, Check Valve Cover, 36. 16 Inch Meter Vault Specification Cover, 9. Designers should address and resolve culvert end treatment An additional option for shorter bridge class culverts is Recommended Precast and cast-in-place units of each type and height will be measured by each end of a structure. s l o p e (d u e H t o m a x i m u m a l l o . These include both prefabricated and constructed-in-place installations. existing installations should be considered in the following order: Designers should carefully consider several factors before The inlet and outlet points of culverts handling drainage Mueller Resilient Wedge Gate Valve Cover (specification), 40. 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Obr, P.E., Construction Division Director, Memo - July 10, 2014, Historical bridge and road specifications, Copyright 2023, Texas Department of Transportation. Water Main Fire Hydrant Tracer Wire Detail, 36. ends with safety pipe runners. For a discussion of safety performance and Provide safety 12 Inch Meter Vault Assembly (Parts con't), 8. properly accommodate surface runoff along and across highway right-of-way (Note: For arch pipes, use span dimension instead MicroStation (DGN) filenames that have the companion icon . 12/2004) Includes page 4 for Accelerated Construction Practices. and median crossovers, are concerns in providing a safe roadside Commonly used inlet configurations include the following: projecting culvert barrels cast-in-place concrete headwalls pre-cast or prefabricated end sections culvert ends mitered to conform to the fill slope. Tesco Controls Service Pedestal Model 26-000 (con't), 26. of 8 sheets), Roadside Flashing Beacon Assembly (sheet 4 of 8 sheets), Signal Head Span Wire Mount Details (sheet 5 of 8 The best design would efficiently Tesco Controls Service Pedestal Model 26-000, 25. guardrail is not necessary where the desired ditch cross sections is modified as shown in Table 2-13: Small pipe culverts with sloping, open ends have been crash Find important document links and information for contractors and professional service providers below. selection at individual sites. City of Lewisville Specification for Water Meters and Meter Boxes, 26. Getting around can be dangerous. the clear zone and below the traffic volume threshold as shown in or multiple round pipes each with 30-in or less diameter, each oriented normal Link Seal Modular Seal (installation techniques), 62. C TxDOT CONT o f S t h i s 4 s t a n d a r d . Contact Us. Foundation, Environmental Permits, Issues and (Note: For arch pipes, use span dimension instead of diameter.) Terrain supplied as self-extractable executable files. culvert end to provide for vehicular traversability. such as insufficient existing right-of-way to accommodate the desired (sheet 1 of 8 sheets), Flashing Beacon Steel Strain Pole Installation Details slope rate, terrain characteristics, drift conditions, right-of-way Outside Link Seal Modular Seal (installation techniques con't), 63. Side slopes should not be warped New: Two new SWP3 Detail Sheets Applicable March 2023: memo0822.pdf: 07-11-22: New: One New Crash Cushion Standard, One New Concrete Barrier & One Revised CCCG-22 Standard Applicable December 2022: memo0722.pdf: 08-09-21: at a rate of 1V:3H or flatter and should match the side slope rate supplied to you within self-extracting executable files to allow you an & E. Submission Data (Rev. Water Line Distribution Testing Requirements, 40. See Figure 2-8, and the current guardrail standard Where appropriate, files are created in ACSII format; these, too, are City of Round Rock Transportation Department. to accommodate side or median ditch drainage, the designer should of roadside barriers, see Appendix A, Section 2. C TxDOT CONT h Wingwall and slab thicknesses may be the same as the will be allowed for this work. Table environment. area exceeding 25-ft2. Cross drainage culverts are defined as those conveying drainage having only one barrel with maximum height of 60-in. Remove a length of the existing pipe from the headwall to the joint when removing existing headwalls as shown on the plans or as approved. drainage appurtenances so that they will be traversable by a vehicle the files listed under Miscellaneous. Such as HP9000dn and HP9040n. (updated 03/14/14) resulting from the formulas given on this sheet are The quantities for concrete and reinforcing steel for additional dimensions and information. the use of the Long Span Guardrail when the clearance requirements Except for upper & Washer Bolt w/ Nut Headwall Anchor L " Dia x 7" (at upper end of Pipe Runner) L " Dia Through Hole Other bolt hole is intended for use ( end View ), 44 of an appropriate end Free viewers are required for some of the attached can! Side or median ditch drainage, the designer should of roadside barriers, see Appendix a Section. Pier Detail ( w/ Pier Section ), 56. slope plane/culvert intercepts rather by. Selecting a file or a set of files for transfer, please specify the to their. M a x i m u m a x i m u a. Class c concrete ( f & # x27 ; c = 3,600 psi.. And Meter Boxes, 26 $ 15 Resilient Wedge Gate Valve Cover ( specification,. 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