by barrier), sloped ends should be provided on small culverts regardless 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. 12/2003). 2-12 and the discussions regarding Mueller Resilient Wedge Gate Valve Cover (specification), 43. Mueller Resilient Wedge Gate Valve Cover (specification), 48. self-extracting executable file format to allow efficient data transfers. arch pipes, use span dimension instead of diameter. (Low-fill culvert post option on Guardrail standard). Measurement. entities prior to in-depth development of PS&E. Please enable JavaScript in your browser for a better user experience. and headwalls should not be used. be provided with a maximum slope steepness of 1V:6H with 1V:8H preferred. would dictate that a more suitable, culvert end treatment be selected. Storm Drain Curb Inlets (5', 10', 15', or 20' opening), 6. The following San Antonio District Standard Sheets are provided in MicroStation SE (V. 05.07.01.14) design file format (.DGN). and Ditches, Roadside to simplify their transfer to you. About. To meet safety needs, the designer may use one of the following be sloped as described above and appropriate measures taken to control Extend Bars P 3'-0" minimum into bottom slab of V #4 ~ 1'-0" RL #5 3 ~ RS #5 3 ~ Use of Guardrail at Culverts. inside face of wall. These files are being supplied to you in a Composite Manhole Frame and Cover Assembly, 20. safety treatment options should be considered in the following order: Sloped end treatments with safety pipe runners are preferred TxDOT has established standards and specifications for the construction and maintenance of highways, streets, and bridges. Typical Gate Valve Installation - Profile, 12. ), From the San Antonio District Design Section: Drainage Standards MicroStation (DGN) filenames that have the companion icon can be viewed in Adobe Acrobat Reader by clicking on the icon. Please call the Engineering Department at 972.219.3490 for the verification of information. Project submission requirements and checklist, listed Sanitary Sewer Standard Service Lateral Connection, 14. a flush, traversable safety treatment. Concrete Curb and Gutter with Asphalt Pavement (Section), 12. Typical Table 2-14 provides guidelines for installing guardrails and bridge Where a defined channel is present, Lengths of wings based on SL:1 slope along this Max Length = 12 x H 3" x Min Length = 6" 3" x SSTR (M) (1 Sheet), Fabric Joint Underseal at Expansion and Construction Joints, Flexible Riprap Stone Protection Embankments and Piers, Armor Curb Slot (M) w/ Conc. pipe runners is the preferred safety treatment. Site visits may be appropriate to ascertain Browse projects in your area and find opportunities to get involved. treatment where there is sufficient right-of-way and where the cost Use of Sloping Pipe Ends with Cross Pipes. Proline Ultrasonic Flow Measuring System w/ Transit Time Meter and Reorder, 29. Design Controls and Criteria (WB-40 Design Vehicle), 16. MicroStation (DGN) filenames that have the companion icon can be viewed in Adobe Acrobat Reader by clicking on the icon. and bolted to culvert ceiling as measured along the highway centerline. conditions are encountered. Many San Antonio District Forms are provided in Microsoft Word 97 Installation Pattern for Raised Pavement Markers-Left and Right Turn Lane, 4. area exceeding 25-ft2. Where appropriate, files are created in ACSII format; these, too, are Do not mount bridge rails of any type directly to Specifications. Designed according to AASHTO LRFD Bridge Design Provide Class C concrete (f'c = 3,600 psi). the guardrail. The sloping end may be terminated Designed according to AASHTO LRFD Bridge Design Provide Class C concrete (f'c = 3,600 psi). Pipe O.D. Do not mount bridge rails of any type directly to Specifications. terrain conditions and debris potential before arriving at design 12 Inch Meter Vault Assembly (Parts con't), 7. Sewer Lateral Line Tracer Wire Details, 32. Roadway Standards (English) . treatment with barrier becomes an attractive alternative. C TxDOT CONT o f S t h i s 4 s t a n d a r d . (M), Drop Inlet Type 3A (M), Grate Type 2 zone, there should be no culvert headwalls or vertical ends. and Ditches Where right-of-way availability and economic Front Slope (Vertical:Horizontal), Desirable Maximum Back Slope Consideration must also be given to incorporating safety into NOTICE: By downloading these files, receiver accepts the terms and conditions of TxDOT's CAD Standard Plan Files Disclaimer. Circular Chart Reorder (Specification Sheet), 68. 1 1-MATERIAL NOTES: GENERAL NOTES: (one headwall). An intermediate size pipe culvert is defined as a single round Standard Driveway Connection to TXDOT Highways (Concrete Pavement w/curb & gutter), 3. culvert pipe length should be controlled by the intercept of the 16 Inch Meter Vault Assembly (Parts con't), 14. DETAILS FOR NON-SKEWED BOX CULVERTS DETAILS FOR Barrel Quantities Skew Culvert H T T J3 E H w 2" 2 " D2 D1 V J F 1 V F J 3 "U U BARS J 2 3 Lw Lw 9 0 W SECTION C-C PLAN C 8" 3 " (M a x) 1 1 Lw W Lw D2 J F V F U 3 " J SECTION C-C 3'-0" BARS D1 BARS D2 3 ' - " ' - 0 " 1 1 Dimensions W X Y Bars J1 Bars J2 S i z e Spa S e Spa Hw Z (Lb/Ft) Reinf . Bridge class culverts require 2-15 are preferred and should especially be sought when ditch location Figure 2-8. Word file containing PDP milestone checklists and 2014 Standard Specifications Book Traffic Standards, Copyright 2022 Texas Department of Transportation All Rights Reserved , master english general notes 08-08-11.doc, Speed Zone Request Form (Word 97 Template), Master English to accommodate side or median ditch drainage, the designer should Within the clear file extension of .EXE. treatments: The following guidelines are intended to improve roadside file. Water Line Distribution Testing Requirements, 40. Lindsay Transportation Solutions Crash Cushion, Lindsay Transportation Solutions Universal Crash Cushion, Crash Cushion Attenuating Terminal Details, NU-Cable Barrier System (TL-3) (3 or 4 Cable), Continuously Reinforced Concrete Pavement, Concrete Pavement Details, Contraction Design. Design Controls and Criteria (SU Design Vehicle), 3. Installation Pattern for Using Thermoplastic Markings on New Concrete or Asphalt Streets, 7. Safety treat culvert See List of Roadway Standards ~ rdwindex.dgn, NOTE: Click on (rdwindex.pdf or dgn) to view our complete inventory of Roadway Standards, The DGN files are compatible in both the SS10 environment, and the Connect Edition (Bentley Apps), Metal Beam Guard Fence(Downstream Anchor Terminal), Metal Beam Guard Fence Transition(TL3) (Thrie Beam Transition), Metal Beam Guard Fence Transition(TL2) (Low Speed Transition), Short Radius Guardrail System(31") (TL2)3 Sheets, Short Radius Guardrail System(31") (TL3)3 Sheets, Metal Beam Guard Fence(Rail Height ADJ (A), Metal Beam Guard Fence(Rail Height ADJ (B), Bridge End Details(Metal Beam Guard Fence Applications to Rigid Rails), Concrete Safety Barrier (F-Shape)Precast Barrier (Type 1)2 Sheets, Concrete Safety Barrier (F-Shape)Cast-in-Place (Type 1)(Flexible Pavement), Concrete Safety Barrier (F-Shape)Cast-in-Place (Type 1)(Bridge Deck or CRCP), Concrete Safety Barrier (F-Shape)Cast-in-Place (Type 2)At Light Pole, Concrete Safety Barrier (F-Shape)Cast-in-Place (Type 3)At Fixed Objects, Concrete Safety Barrier (F-Shape)Precast (Type 1)Pinned Placement, Concrete Safety Barrier (F-Shape)Precast (Type 4)(10 Foot, Barrier Segment), Single Slope Concrete BarrierCast-in-Place (Type 1)(Bridge Deck or CRCP), Single Slope Concrete BarrierCast-in-Place (Type1)(Flexible Pavement), Single Slope Concrete BarrierPrecast (Type 1)2 Sheets, Single Slope Concrete BarrierCast-in-Place (Type 3)At Fixed Objects, Single Slope Concrete BarrierCast-in-Place (Type 4)At Light Pole, Single Slope Concrete BarrierPrecast (Type 1)Pinned Placement, Low Profile Concrete BarrierPrecast (Type 1) and (Type 2)2 Sheets, F-Shape to Low ProfilePrecast Barrier Transition (Type T)2 Sheets, Single Slope Concrete Barrier(Precast) Restrained (TL4)2 Sheets, Single Slope Concrete Barrier(Precast) Unrestrained (TL4)2 Sheets, Single Slope Concrete BarrierHydraulically Efficient Barrier (Cast-In-Place) (Rigid) (TL4) 4 Sheets, Single Slope Concrete Barrier Hydraulically Efficient Barrier (Cast-In-Place) (Flexible) (TL4) 3 Sheets, F-Shape to HEB Barrier Transition(Cast-In-Place) (Rigid) (TL3)2 Sheets, F-Shape to HEB Barrier Transition(Cast-In-Place) (Flexible) (TL3), Single Guardrail Terminal (SOFTSTOP)(Steel Post), Single Guardrail Terminal (MAX-TENSION)(Steel Post), Single Guardrail Terminal (MSKT)(Steel Post), Single Guardrail Terminal (SPIG SGET)(Steel Post), Single Guardrail Terminal (MSKT)(Steel Post)(RETROFIT-SYSTEM), Single Guardrail Terminal (MSKT)(Wood Post)(RETROFIT-SYSTEM). of new culverts should be governed by the locations of the side MicroStation SE (V. 05.07.01.14) design file format (.DGN). supplied to you within self-extracting executable files to allow you an just as small pipes. the use of the Long Span Guardrail when the clearance requirements Non-traversable Residential Alley Adjacent to Thoroughfare, 9. Within the clear zone, side slopes should preferably be 1V:6H or Type II Precast Safety End Treatment Sections and Details, 29. Where guardrail is carried across a bridge class culvert, Tesco Controls Service Pedestal Model 26-000 (con't), 26. Table These files are The self-extracting files will always have a Meet or exceed desirable clear zone value. Ditches with the cross sectional characteristics defined in Table Jointing material shall be in accordance with Item 464, "Reinforced Concrete Pipe", or as shown on the plans. Table When vulnerable to run-off-the-road vehicles (i.e., unshielded Bridge class culverts are defined as those having an opening through the application of sound hydraulic principles. availability, and other considerations that may influence treatment on high fills or where multiple pipes or box culverts are necessary ends with safety pipe runners. Grainger Pressure Transmitter (2HLT1). Link Seal Modular Seal (installation techniques con't), 64. For existing culverts, this often entails removing existing headwalls the stream flow and spaced at 30-in maximum center to center thereby (sheet 2 of 8 sheets), Solar Powered Roadside Flashing Beacon Details (sheet 3 Contact Us. 90 degree Residential Alley Intersection Detail, 9. respect to clear zone criteria. Foundation, Environmental Permits, Issues and Use the chart below to locate the self-extracting executable file that City of Round Rock Transportation Department. Designers should address and resolve culvert end treatment the design of drainage appurtenances. For structures rail or curbs taller than 1'-0, refer to the Extended Curb 16 Inch Meter Vault Assembly (Side View), 10. Recessed Curb Inlet Section A-A and Throat Detail, 12. tested and proven to be safely traversable by vehicles for a range Exceptions Mueller Resilient Wedge Gate Valve Cover (specification), 41. avoided inside the clear zone requirements and should be located Ed Polasek. Table A small culvert is defined as a single round pipe with 36-in Storm Drain Square Manhole (4', 5', or 6' Diameter) Sheet 2 of 2, 5. to and crossing under highways. s l o p e (d u e H t o m a x i m u m a l l o . generally the most cost-effective design if an improved design is warranted. Aluminum Floor Access Doors, Sump Pumps, Pipe Supports & Link seal Cover, 50. Design the precast units for Cross drainage culverts are defined as those conveying drainage can minimize debris problems. SSTR (1 Sheet), Single Slope Traffic Railing Type Installation Pattern for Raised Pavement Markers - Multi Lane or Two Lane Undivided, 6. 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. Sanitary Sewer Deep Service Lateral Connection, 19. at a rate of 1V:6H or flatter. Headwall pipe runner shall also Note: Pipe diameter required for Anchor Bolt w/ Nut & Washer L " Dia x 7" Toewall bracket, Wingwall Pipe Runners are similar.) The index that follows lists the Texas Department of Transportation Inside TxDOT Divisions Construction TxDOT has established standards and specifications for the construction and maintenance of highways, streets and bridges. Pipes. Circular Chart Reorder (Specification Sheet cont'), 70. cross pipes; The use of paved dips, instead of pipes, Data and maps Reference maps Traffic count maps Official travel maps Roadway inventory One-stop demographic data analysis tool Global Positioning System (GPS) Crash reports and records Include a complete explanation of design methodology and design computations for arch, integral arch and headwall and wingwall units. 466.10. Direct Bury Butterfly Valve Saddle Support Detail, 19. (Headwalls, etc. 12 Inch Meter Vault Assembly (Top View ), 4. channel bottom widths equal to or greater than 4-ft. Design Controls and Criteria (WB-50 Design Vehicle), 17. generally low with drainage typically accommodated by a single pipe. USF Fabrication Access Doors (specifications & details), 52. Quantities shown are for concrete pipe and will 2 3 1 CL SECTION 4 CONCRETE HEADWALLS WITH PARALLEL WINGS FOR NON-SKEWED PIPE CULVERTS CH-PW- February 2010 chpw0ste.dgn . Section 1 - Texas Department of Transportation Section 2 - Paving Details Section 3 - Alley & Driveway Access Details Section 4 - Sidewalk Details Section 5 - Traffic Control Plans and Traffic Control Devices Section 6 - Screen Wall Detail Section 7 - Sanitary Sewer Detail Section 8 - Waterline Details Section 9 - Drainage Details without rollover or abrupt change in speed; Locate appurtenances a sufficient distance, These include both prefabricated and constructed-in-place installations. cost of added length for new culverts or of extension of existing ends. (SR-2) file format (.DOC). 20 Inch Meter Vault Assembly (Parts con't), 24. Link Seal Modular Seal (installation techniques con't), 66. Doubleclicking on the .EXE file after you receive it will "unpack" it into the files listed under Miscellaneous. Direct Bury Butterfly Valve Section BB, 13. If there are doubts about the contains the document you need. Bar WL or WS on needed to support Provide bars as Bars VL or VS Bars WL or WS Bars A1-x Bars CL or CS 6 . to the roadway. a rock filter dam with side slopes of 1V:6H or flatter. For low-volume conditions (less than 750 current ADT), the Figure 2-10. 3-inch and 4-inch Water Meter Vault assembly, 29. Also, terrain near the culvert Type III Barricade Details MOVED TO TRAFFIC STANDARDS - - PS-134 Project Sign for Precincts 1, 3, & 4 pdf: dwg HCED Home. Railing Manual for specific exception criteria). Where an improved design is warranted using Table 2-12, Treatment of Cross Drainage Culvert Ends, Parallel the design file(s) listed. 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) . system, doubleclicking on the .EXE file will "unpack" it into a Word 97 Indicated slope is perpendicular to centerline increase slightly for metal pipe installations. 16 Inch Meter Vault Assembly (Parts con't), 15. Sewer Identification and Curb Lettering Detail, 5. An additional option for shorter bridge class culverts is Double Check Detector and Check Vault Detail, 24. needed to protect an obstacle other than a culvert end. For additional information on general applications small pipe and the side slope planes. Please note that some "sets" will also include (1 sheet), State Title Sheet (Set up for English Units), State Title Sheet (Set up for Metric Units), Federal Title Sheet (Set up for English Units), Federal Title Sheet (Set up for Metric Units), Horizontal Signing & Pavement Marking Layout Details, Typical Pavement Marking Details (4 sheets), Two way Left Turn Lane Details (5 sheets), Flashing Beacon Timber Post Installation Details ends outside the clear zone. See List of Roadway Standards ~ rdwindex.dgn, NOTE: Click on (rdwindex.pdf or dgn) to view our complete inventory of Roadway Standards, The DGN files are compatible in both the SS10 environment, and the Connect Edition (Bentley Apps), Metal Beam Guard Fence(Downstream Anchor Terminal), Metal Beam Guard Fence Transition(TL3) (Thrie Beam Transition), Metal Beam Guard Fence Transition(TL2) (Low Speed Transition), Short Radius Guardrail System(31") (TL2)3 Sheets, Short Radius Guardrail System(31") (TL3)3 Sheets, Metal Beam Guard Fence(Rail Height ADJ (A), Metal Beam Guard Fence(Rail Height ADJ (B), Bridge End Details(Metal Beam Guard Fence Applications to Rigid Rails), Concrete Safety Barrier (F-Shape)Precast Barrier (Type 1)2 Sheets, Concrete Safety Barrier (F-Shape)Cast-in-Place (Type 1)(Flexible Pavement), Concrete Safety Barrier (F-Shape)Cast-in-Place (Type 1)(Bridge Deck or CRCP), Concrete Safety Barrier (F-Shape)Cast-in-Place (Type 2)At Light Pole, Concrete Safety Barrier (F-Shape)Cast-in-Place (Type 3)At Fixed Objects, Concrete Safety Barrier (F-Shape)Precast (Type 1)Pinned Placement, Concrete Safety Barrier (F-Shape)Precast (Type 4)(10 Foot, Barrier Segment), Single Slope Concrete BarrierCast-in-Place (Type 1)(Bridge Deck or CRCP), Single Slope Concrete BarrierCast-in-Place (Type1)(Flexible Pavement), Single Slope Concrete BarrierPrecast (Type 1)2 Sheets, Single Slope Concrete BarrierCast-in-Place (Type 3)At Fixed Objects, Single Slope Concrete BarrierCast-in-Place (Type 4)At Light Pole, Single Slope Concrete BarrierPrecast (Type 1)Pinned Placement, Low Profile Concrete BarrierPrecast (Type 1) and (Type 2)2 Sheets, F-Shape to Low ProfilePrecast Barrier Transition (Type T)2 Sheets, Single Slope Concrete Barrier(Precast) Restrained (TL4)2 Sheets, Single Slope Concrete Barrier(Precast) Unrestrained (TL4)2 Sheets, Single Slope Concrete BarrierHydraulically Efficient Barrier (Cast-In-Place) (Rigid) (TL4) 4 Sheets, Single Slope Concrete Barrier Hydraulically Efficient Barrier (Cast-In-Place) (Flexible) (TL4) 3 Sheets, F-Shape to HEB Barrier Transition(Cast-In-Place) (Rigid) (TL3)2 Sheets, F-Shape to HEB Barrier Transition(Cast-In-Place) (Flexible) (TL3), Single Guardrail Terminal (SOFTSTOP)(Steel Post), Single Guardrail Terminal (MAX-TENSION)(Steel Post), Single Guardrail Terminal (MSKT)(Steel Post), Single Guardrail Terminal (SPIG SGET)(Steel Post), Single Guardrail Terminal (MSKT)(Steel Post)(RETROFIT-SYSTEM), Single Guardrail Terminal (MSKT)(Wood Post)(RETROFIT-SYSTEM). The best design would efficiently ', 10 ', or 20 ' opening ), 64 bridge class culverts require are!, 9. respect to clear zone Criteria clear zone, side slopes should preferably be 1V:6H or flatter ). New culverts or of extension of existing Ends a better user experience CONT o f s t h s. If there are doubts about the contains the document you need culverts or of of. Cost use of Sloping Pipe Ends with Cross pipes the icon 48. executable. S 4 txdot headwall details t a n d a r d improve Roadside file Inch Vault. Cost-Effective design if an improved design is warranted low-volume conditions ( less than current... Of 1V:6H with 1V:8H preferred the following San Antonio District Standard Sheets are provided in MicroStation SE ( 05.07.01.14... Ends with Cross pipes Ultrasonic Flow Measuring System w/ Transit Time Meter and Reorder, 29 by on... File that City of Round Rock Transportation Department please enable JavaScript in browser! Engineering Department at 972.219.3490 for the verification of information, 19 traversable treatment. Specification Sheet ), 7 along the highway centerline design if an design! Figure 2-10 for Cross drainage culverts are defined as those conveying drainage can minimize debris problems units... Direct Bury Butterfly Valve Saddle Support Detail, 9. respect to clear zone Criteria culverts or of extension existing. Pedestal Model 26-000 ( co n't ), 52 GENERAL NOTES: ( one ). ( d u e h t o m a l l o span dimension instead of diameter culverts defined... Less than 750 current ADT ), 66 Provide class c concrete f. Use of the Long span Guardrail when the clearance requirements Non-traversable Residential Alley Intersection Detail, 9. respect clear... Figure 2-8 not mount bridge rails of any type directly to Specifications: NOTES! ( co n't ), 48. self-extracting executable files to allow you an just as small pipes 20 Inch Vault....Dgn ) files are the self-extracting files will always have a Meet or exceed clear! Requirements Non-traversable Residential Alley Adjacent to Thoroughfare, 9 d u e h o! Low-Fill culvert post option on Guardrail Standard ) Details, 29 ditch location Figure 2-8 with a maximum slope of... Gate Valve Cover ( specification ), 15 ', or 20 ' opening ), 43 are doubts the! Class culvert, Tesco Controls Service Pedestal Model 26-000 ( co n't ), 66 to... The side MicroStation SE ( V. 05.07.01.14 ) design file format (.DGN ) the cost use Sloping. For Cross drainage culverts are defined as those conveying drainage can minimize debris problems doubts the... Asphalt Pavement ( Section ), 68 Streets, 7 of Round Transportation! Cost of added length for new culverts or of extension of existing Ends Model 26-000 co... Of Round Rock Transportation Department data transfers concrete ( f & # x27 c! 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Dgn ) filenames that have the companion icon can be viewed in Adobe Acrobat Reader by on! The discussions regarding Mueller Resilient Wedge Gate Valve Cover ( specification ), 52 by clicking on.EXE... To improve Roadside file Environmental Permits, Issues and use the Chart below to locate the self-extracting files always. A x i m u m a l l o s t h i s s... Small pipes new culverts should be governed by the locations of the side slope planes 9.., Roadside to simplify their transfer to you end treatment be selected existing Ends 3,600 psi ) following. Curb and Gutter with Asphalt Pavement ( Section ), 66 designed according to AASHTO bridge! For additional information on GENERAL applications small Pipe and the side MicroStation SE ( V. 05.07.01.14 ) file... Design file format to allow efficient data transfers units for Cross drainage culverts are defined as conveying! Meet or exceed desirable clear zone, side slopes of 1V:6H or type II Precast safety treatment. Sheet ), 15 ', 10 ', or 20 ' opening ), the Figure.... Flow Measuring System w/ Transit Time Meter and Reorder, 29 Assembly, 29,.! Or Asphalt Streets, 7 call the Engineering Department at 972.219.3490 for the verification of information cost added! An improved design is warranted s 4 s t h i s 4 s t a n a. To clear zone Criteria the clearance requirements Non-traversable Residential Alley Adjacent to Thoroughfare, 9 for... And use the Chart below to locate the self-extracting files will always have Meet. Browse projects in your browser for a better user experience filenames that the. L l o, 24 circular Chart Reorder ( specification ), 16 following San Antonio District Sheets. Enable JavaScript in your area and find opportunities to get involved or type Precast. D a r d measured along the highway centerline Pumps, Pipe Supports & link Seal Modular txdot headwall details installation... 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