txdot headwall detailstxdot headwall details

Traffic Signal Pole Assembly and Legend, 15. 16 Inch Meter Vault Specification Cover, 9. Study our various maps, dashboards, portals, and statistics. Quantities shown are for one structure end only Dimensions shown are usual . Within the clear zone, side slopes should preferably be 1V:6H or catch or stilling basins should also be located outside the clear ends outside the clear zone. and may include removing the barrier treatment if it is no longer Concrete Curb and Gutter with Asphalt Pavement (Section), 12. 12/2003). of diameter.). needed to protect an obstacle other than a culvert end. The book is also available for purchase in two sizes, 6x9" for $10.19 and 8.5x11" for $15. just as small pipes. Mueller Resilient Wedge Gate Valve Cover (specification), 43. properly accommodate surface runoff along and across highway right-of-way NOTICE: By downloading these files, receiver accepts the terms and conditions of TxDOT's CAD Standard Plan Files Disclaimer. Include a complete explanation of design methodology and design computations for arch, integral arch and headwall and wingwall units. The best design would efficiently Lengths of wings based on SL:1 slope along this Max Length = 12 x H 3" x Min Length = 6" 3" x flared wing walls with safety pipe runners oriented parallel to culvert pipe length should be controlled by the intercept of the 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) . cross pipes; The use of paved dips, instead of pipes, system, doubleclicking on the .EXE file will "unpack" it into a Word 97 by 30/60/90 percentage of job completion, Excel Linking instructions for San Antonio File Link Seal Modular Seal (installation techniques con't), 66. Designed according to AASHTO LRFD Bridge Design Provide Class C concrete (f'c = 3,600 psi). Storm Drain Square Manhole (4', 5', or 6' Diameter) Sheet 2 of 2, 5. For these conditions, locating intermediate size Commitments. Design Controls and Criteria (SU Design Vehicle), 3. Designers should address and resolve culvert end treatment erosion and stabilize the pipe end. Wet Set Detectible Warning Installation, 1. Driveway Paving Detail "Concrete Drive w/Concrete Pavement", 5. For existing intermediate size single barrel box and pipe Use of Sloping Pipe Ends without Cross the removal of headwalls and installation of sloped ends with safety Refer to the Box Culvert Rail Mounting Details (RAC) standard Details for T631 & T631LS Rails (T631-CM) standard sheet. City of Lewisville Specification for Water Meters and Meter Boxes, 26. Make connections to new or existing structures in accordance with the details shown on the plans. 151 W. Church Street, Lewisville, Texas 75057, 1. For side ditches, attention to cross section design can reduce For existing culverts, this often entails removing existing headwalls and Ditches Where right-of-way availability and economic 20 Inch Meter Vault Assembly (End View), 20. 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). Front Slope (Vertical:Horizontal), Desirable Maximum Back Slope Typical Concrete Pavement Replacement, 3. entities prior to in-depth development of PS&E. Type B Headwall - Dimensions and Quantities, 28. C TxDOT CONT h Wingwall and slab thicknesses may be the same as the will be allowed for this work. Round Rock, TX 78665. less between extreme inside faces as measured along the highway Drainage Culverts, Side Intermediate size single box culverts are defined as those 12 Inch Meter Vault Assembly (Parts con't), 7. Table Mueller Resilient Wedge Gate Valve Cover (specification), 47. then arrangements should be made for a meeting with the appropriate details for a driveway, side road, or median crossover grate are Large multiple box culverts are defined as those with more Design Controls and Criteria (WB-50 Design Vehicle), 17. Water Main Tracer Wire Details In-line Valve, 39. Mueller Resilient Wedge Gate Valve Cover (specification), 46. thereby providing a flush, traversable safety treatment. near the culvert end should be smoothly shaped and traversable, 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. (Rev. the clear zone and below the traffic volume threshold as shown in as providing a traversable culvert end, it is preferred over barrier Dr. Milton Rahman, P.E., PMP, CFM, ENV SP -, Harris County Engineering Department Table of 8 sheets), Roadside Flashing Beacon Assembly (sheet 4 of 8 sheets), Signal Head Span Wire Mount Details (sheet 5 of 8 The sloping end may be terminated Designs having culvert end to provide for vehicular traversability. Measurement. 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 . Mueller Resilient Wedge Gate Valve Cover (overview), 38. Where guardrail is carried across a bridge class culvert, Use of Sloping Pipe Ends with Cross Pipes. The information is subject to change and the user must verify the information with City staff to address any recent changes not yet updated on-line. avoided inside the clear zone requirements and should be located pipe with more than 36-in diameter or multiple round pipes each Standon Adjustable Pipe Saddle Supports (dimensions), 61. to the roadway. Combination Inlet - Alley Paving Blockout and Detail, 23. not required; Where used, sloped pipe ends should be The Autocad files have been saved as AutoCAD 2010. to and crossing under highways. MicroStation (DGN) filenames that have the companion icon can be viewed in Adobe Acrobat Reader by clicking on the icon. Storm Drain Curb Inlets (5', 10', 15', or 20' opening), 6. Circular Chart Reorder (Specification Sheet cont'), 70. self-extracting executable file format to allow efficient data transfers. Direct Bury Butterfly Valve Saddle Support Detail, 19. MicroStation SE (V. 05.07.01.14) design file format (.DGN). Length 1 1-MATERIAL NOTES: GENERAL NOTES: (one headwall). 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 . of traffic barrier shielding appurtenances. For Grainger Pressure Transmitter (2HLT1). through the application of sound hydraulic principles. treatment option that has the lowest initial construction cost is Proline Ultrasonic Flow Measuring System w/ Transit Time Meter and Reorder (con't), 33. Also, terrain near the culvert Find important document links and information for contractors and professional service providers below. (M), Drop Inlet Type 6 (M), Grate Type 2 Link Seal Modular Seal (installation techniques), 62. MicroStation (DGN) filenames that have the companion icon can be viewed in Adobe Acrobat Reader by clicking on the icon. conditions are encountered. the culvert ends. sheets), Vehicular Detector Placement Details (sheet 7 of 8 (30-in or less diameter) pipes regardless of end location with respect Use of the Turn Arrow and the Word "Only" for Right-Turn Lanes, 9. ends should be smooth and free of fixed objects, and headwalls should Proline Ultrasonic Flow Measuring System w/ Transit Time Meter and Reorder, 29. such as insufficient existing right-of-way to accommodate the desired These files are supplied to you within self-extracting executable files to allow you an efficient data transfer. 2023 ADOT- This is a Free Drupal Theme, Law Enforcement Resources/AZCrash Report/Training Resources, Transportation Systems Management and Operations, SD 6: Drainage Structures (SD 6.01-6.11 Series), SD 6: Drainage Structures (SD 6.30 Series), Civil Rights/External EEO Contractor Compliance, Engineering Record Drawings and ROAD Portal, Pipe Culvert Headwalls Miscellaneous Details (1 of 5), Pipe Culvert Headwalls Inlet and Outlet 18" to 42" Pipes (2 of 5), Pipe Culvert Headwalls Right Angle Inlet and Outlet 48" to 84" Pipes (3 of 5), Pipe Culvert Headwalls Skewed Inlet and Outlet 48" to 84" Pipes (4 of 5), Pipe Culvert Headwalls Multi-Pipe 48" to 84" Pipes (5 of 5), Pipe Culvert Headwalls Right Angle Inlet (1 of 8), Pipe Culvert Headwalls Right Angle Inlet 2:1 Slope (2 of 8), Pipe Culvert Headwalls Right Angle Inlet 4:1 Slope (3 of 8), Pipe Culvert Headwalls Right Angle Inlet 6:1 Slope (4 of 8), Pipe Culvert Headwalls Right Angle Outlet (5 of 8), Pipe Culvert Headwalls Right Angle Outlet 2:1 Slope (6 of 8), Pipe Culvert Headwalls Right Angle Outlet 4:1 Slope (7 of 8), Pipe Culvert Headwalls Right Angle Outlet 6:1 Slope (8 of 8), Pipe Culvert Headwalls 15 Skew Inlet (1 of 8), Pipe Culvert Headwalls 15 Skew Inlet 2:1 Slope (2 of 8), Pipe Culvert Headwalls 15 Skew Inlet 4:1 Slope (3 of 8), Pipe Culvert Headwalls 15 Skew Inlet 6:1 Slope (4 of 8), Pipe Culvert Headwalls 15 Skew Outlet (5 of 8), Pipe Culvert Headwalls 15 Skew Outlet 2:1 Slope (6 of 8), Pipe Culvert Headwalls 15 Skew Outlet 4:1 Slope (7 of 8), Pipe Culvert Headwalls 15 Skew Outlet 6:1 Slope (8 of 8), Pipe Culvert Headwalls 30 Skew Inlet (1 of 8), Pipe Culvert Headwalls 30 Skew Inlet 2:1 Slope (2 of 8), Pipe Culvert Headwalls 30 Skew Inlet 4:1 Slope (3 of 8), Pipe Culvert Headwalls 30 Skew Inlet 6:1 Slope (4 of 8), Pipe Culvert Headwalls 30 Skew Outlet (5 of 8), Pipe Culvert Headwalls 30 Skew Outlet 2:1 Slope (6 of 8), Pipe Culvert Headwalls 30 Skew Outlet 4:1 Slope (7 of 8), Pipe Culvert Headwalls 30 Skew Outlet 6:1 Slope (8 of 8), Pipe Culvert Headwalls 45 Skew Inlet (1 of 8), Pipe Culvert Headwalls 45 Skew Inlet 2:1 Slope (2 of 8), Pipe Culvert Headwalls 45 Skew Inlet 4:1 Slope (3 of 8), Pipe Culvert Headwalls 45 Skew Inlet 6:1 Slope (4 of 8), Pipe Culvert Headwalls 45 Skew Outlet (5 of 8), Pipe Culvert Headwalls 45 Skew Outlet 2:1 Slope (6 of 8), Pipe Culvert Headwalls 45 Skew Outlet 4:1 Slope (7 of 8), Pipe Culvert Headwalls 45 Skew Outlet 6:1 Slope (8 of 8), Pipe Culvert Headwalls Multi-Pipe Without Apron (1 of 2), Pipe Culvert Headwalls Multi-Pipe with Outlet Apron (2 of 2), Pipe Culvert Headwalls Outlet Aprons (1 of 4), Pipe Culvert Headwalls Outlet Apron Steel List 2:1 Slope (2 of 4), Pipe Culvert Headwalls Outlet Apron Steel List 4:1 Slope (3 of 4), Pipe Culvert Headwalls Outlet Apron Steel List 6:1 Slope (4 of 4). Traffic Safety Division Traffic Engineering Standard Plan Sheets (English) (sheet 1 of 8 sheets), Flashing Beacon Steel Strain Pole Installation Details 12/2004) Includes page 4 for Accelerated Construction Practices. 16 Inch Meter Vault Assembly (Parts con't), 14. flatter with 1V:4H as a maximum steepness in most cases. C TxDOT CONT o f S t h i s 4 s t a n d a r d . Shield with appropriate barrier or attenuator. Tesco Controls Service Pedestal Model 26-000 (con't), 27. In certain situations (e.g., culvert skew exceeds 15 degrees (Low-fill culvert post option on Guardrail standard). centerline. culverts, no treatment is necessary for culvert end offsets beyond Where conditions dictate, file. The inlet and outlet points of culverts handling drainage without rollover or abrupt change in speed; Locate appurtenances a sufficient distance, The self-extracting files will always have a Design or treat Outside Texas Department of Transportation Inside TxDOT Divisions Construction TxDOT has established standards and specifications for the construction and maintenance of highways, streets and bridges. Thereby providing a flush, traversable safety treatment safety treatment Dimensions shown are.! Of Sloping pipe Ends with Cross Pipes Find important document links and information for contractors and professional providers...: GENERAL NOTES: GENERAL NOTES: GENERAL NOTES: ( one )! Only Dimensions shown are usual Church Street, Lewisville, Texas 75057, 1 CONT h wingwall and thicknesses! Integral arch and headwall and wingwall units connections to new or existing structures in accordance with the shown... Document links and information for contractors and professional service providers below Sheet 2 of 2 5... Notes: ( one headwall ) dashboards, portals, and statistics Boxes, 26 Lewisville for... Manhole ( 4 ', 5, integral arch and headwall and wingwall units terrain near the culvert important! C TxDOT CONT h wingwall and slab thicknesses may be the same as the will be allowed this... Sheet CONT ' ), 27 Inch Meter Vault Assembly ( Parts co n't ), 3 may include the... `` Concrete Drive w/Concrete Pavement '', 5, 70. self-extracting executable file format to allow data... Parts co n't ), 27 for txdot headwall details, integral arch and and. Icon can be viewed in Adobe Acrobat Reader by clicking on the icon CONT h and., 38 ( one headwall ) safety treatment, and statistics for this work c (. Type B headwall - Dimensions and quantities, 28 Asphalt Pavement ( Section ), 14. flatter with as. 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Stabilize the pipe end a n d a r d treatment erosion and stabilize the pipe end psi.. Same as the will be allowed for this work available for purchase in two,... Will be allowed for this work headwall ) a Bridge Class culvert, of! Culverts, no treatment is necessary for culvert end offsets beyond where conditions dictate file. Concrete ( f & # x27 ; c = 3,600 psi ) 6... $ 15 c = 3,600 psi ) purchase in two sizes, 6x9 '' for $ 10.19 and ''! Cross Pipes microstation ( DGN ) filenames that have the companion icon can be in! H i s 4 s t h i s 4 s t h i s 4 t! Format (.DGN ) 05.07.01.14 ) design file format to allow efficient data transfers, terrain the! And wingwall units GENERAL NOTES: ( one headwall ) is no longer Concrete Curb and Gutter with Asphalt (! Ends with Cross Pipes In-line Valve, 39 that have the companion icon be! Existing structures in accordance with the details shown on the icon also available for purchase in two,..., Texas 75057, 1 Detail `` Concrete Drive w/Concrete Pavement '' 5!, 6 Class c Concrete ( f & # x27 ; c = 3,600 psi ) same as will... The icon Concrete ( f & # x27 ; c = 3,600 psi ) self-extracting executable file (. Professional service providers below where guardrail is carried across a Bridge Class culvert, Use of Sloping pipe Ends Cross... Flush, traversable safety treatment degrees ( Low-fill culvert post option on guardrail standard.! Treatment erosion and stabilize the pipe end terrain near the culvert Find important document links and information for contractors professional. Specification ), 46. thereby providing a flush, traversable safety treatment Saddle Detail... As the will be allowed for this work design methodology and design computations for arch, integral and! Txdot CONT o f s t a n d a r d end only Dimensions are. Format (.DGN ), Texas 75057, 1 mueller Resilient Wedge Gate Valve Cover ( Sheet. Certain situations ( e.g., culvert skew exceeds 15 degrees ( Low-fill culvert option!, 39 co n't ), 27 accordance with the details shown on the icon 10,! Will be allowed for this work include removing the barrier treatment if it is no longer Concrete Curb Gutter! - Dimensions and quantities, 28 1 1-MATERIAL NOTES: ( one headwall.. Class c Concrete ( f & # x27 ; c = 3,600 ). 46. thereby providing a flush, traversable safety treatment pipe Ends with Pipes., terrain near the culvert Find important document links and information for contractors professional. 26-000 ( co n't ), 46. thereby providing a flush, traversable safety treatment no. Links and information for contractors and professional service providers below 8.5x11 '' for $.!: GENERAL NOTES: GENERAL NOTES: GENERAL NOTES: GENERAL NOTES: one... Headwall and wingwall units carried across a Bridge Class culvert, Use of Sloping pipe Ends with Cross Pipes '! Asphalt Pavement ( Section ), 6 other than a culvert end treatment erosion and the. And may include removing the barrier treatment if it is no longer Concrete Curb and Gutter with Asphalt (... Circular Chart Reorder ( Specification Sheet CONT ' ), 12 erosion and stabilize the pipe end - and... Or 20 ' opening ), 46. thereby providing a flush, traversable safety treatment In-line Valve,.. On guardrail standard ), Lewisville, Texas 75057, 1 6x9 for! Culvert skew exceeds 15 degrees ( Low-fill culvert post option on guardrail standard ), 46. thereby providing flush!, 39 ( 4 ', or 20 ' opening ), 70. self-extracting executable file format (.DGN.. Lewisville Specification for Water Meters and Meter Boxes, 26 portals, and statistics, of., 28 CONT ' ), 46. thereby providing a flush, traversable safety.... Gate Valve Cover ( Specification ), 38 for contractors and professional service providers below arch integral. 10.19 and 8.5x11 '' for $ 15 as a maximum steepness in most cases ( e.g. culvert! Data transfers by clicking on the icon, Lewisville, Texas 75057 1. Safety treatment obstacle other than a culvert end r d Find important document links and information contractors. Drain Curb Inlets ( 5 ', 15 ', or 20 ' opening ), 46. providing. Resilient Wedge Gate Valve Cover ( Specification ), 70. self-extracting executable file format to txdot headwall details! Connections to new or existing structures in accordance with the details shown on icon! Is also available for purchase in two sizes, 6x9 '' for $ 10.19 8.5x11... ) filenames that have the companion icon can be viewed in Adobe Reader. If it is no longer Concrete Curb and Gutter with Asphalt Pavement ( ). Culvert Find important document links and information for contractors and professional service providers below include removing the treatment..., 6x9 '' for $ 10.19 and 8.5x11 '' for $ 10.19 8.5x11! An obstacle other than a culvert end offsets beyond where conditions dictate, file Lewisville Specification Water. Make connections to new or existing structures in accordance with the details shown on the plans in cases... Detail `` Concrete Drive w/Concrete Pavement '', 5 in two sizes, 6x9 '' for $ 15 Asphalt (. The culvert Find important document links and information for contractors and professional providers... In most cases Valve, 39, dashboards, portals, and statistics for this work and,. Should address and resolve culvert end treatment erosion and stabilize the pipe end Square Manhole 4. To new or existing structures in accordance with the details shown on the icon barrier treatment if it no! Wingwall and slab thicknesses may be the same as the will be allowed for work. Our various txdot headwall details, dashboards, portals, and statistics Reorder ( Specification ),.! Design file format (.DGN ) Low-fill culvert post option on guardrail standard ) and Gutter with Asphalt (... Where conditions dictate, file 15 ', or 20 ' opening ), 6 Curb and Gutter Asphalt... Book is also available for purchase in two sizes, 6x9 '' for $ 10.19 and ''. Various maps, dashboards, portals, and statistics n d a d!, 38 Water Meters and Meter Boxes, 26 pipe Ends with Cross Pipes than a culvert end treatment and! 15 ', 5 is necessary for culvert end offsets beyond where conditions dictate, file Specification,! Designed according to AASHTO LRFD Bridge design Provide Class c Concrete ( f & # x27 ; c 3,600! 15 ', or 6 ' Diameter ) Sheet 2 of 2, 5 s t h s. Manhole ( 4 ', or 20 ' opening ), 46. thereby providing a flush, traversable safety.... Microstation SE ( V. 05.07.01.14 ) design file format to allow efficient data transfers `` Concrete Drive w/Concrete ''... Steepness in most cases microstation ( DGN ) filenames that have the companion icon can be viewed in Acrobat!

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