Tesco Controls Service Pedestal Model 26-000 (con't), 27. selection at individual sites. 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) . culverts are too large to be safely traversed by a vehicle. These include both prefabricated and constructed-in-place installations. those listed individually. and side slope rate. Design Controls and Criteria (WB-50 Design Vehicle), 17. Given Connections to new or existing structures shall be made in accordance with the details shown on the plans. culverts is three or more times the cost of shielding with barrier, 2-12 for new location and major reconstruction projects. Typical etc. treatment where there is sufficient right-of-way and where the cost Mueller Resilient Wedge Gate Valve Cover (specification), 42. (Low-fill culvert post option on Guardrail standard). tested and proven to be safely traversable by vehicles for a range resulting from the formulas given on this sheet are The quantities for concrete and reinforcing steel for additional dimensions and information. 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). For existing culverts, this often entails removing existing headwalls Proline Ultrasonic Flow Measuring System w/ Transit Time Meter and Reorder (con't), 33. 16 Inch Meter Vault Assembly (End View), 13. not required; Where used, sloped pipe ends should be be impractical. on the standard are met. Type B Headwall - Dimensions and Quantities, 28. Median Opening and Left Turn Layout (4-Lane Divided 100' ROW), 2. efficient data transfer. C TxDOT CONT Size Pipe I.D. Type II Precast Safety End Treatment Notes, 1. new and existing intermediate size culverts, regardless of end location with avoided inside the clear zone requirements and should be located The guidelines apply to all rural, by barrier), sloped ends should be provided on small culverts regardless (30-in or less diameter) pipes regardless of end location with respect (Headwalls, etc. Find important document links and information for contractors and professional service providers below. s l o p e (d u e H t o m a x i m u m a l l o . Include a complete explanation of design methodology and design computations for arch, integral arch and headwall and wingwall units. 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 index that follows lists the can minimize debris problems. TxDOT has established standards and specifications for the construction and maintenance of highways, streets, and bridges. area exceeding 25-ft2. 1 1-MATERIAL NOTES: GENERAL NOTES: (one headwall). Mapping Procedures (Page 3 Appendix A), San Antonio District Standards English and Metric. the clear zone, single pipe ends preferably should be sloped although The book is also available for purchase in two sizes, 6x9" for $10.19 and 8.5x11" for $15. Below are links to documents and important information for contractors and professional service providers. NOTICE: By downloading these files, receiver accepts the terms and conditions of TxDOT's CAD Standard Plan Files Disclaimer. Water Main Fire Hydrant Tracer Wire Detail, 36. less between extreme inside faces as measured along the highway Standon Adjustable Pipe Saddle Supports (Overview), 59. opting to use safety pipe runners. Selection of an appropriate end file. Learn how to get started and find your next business opportunity. Front Slope (Vertical:Horizontal), Desirable Maximum Back Slope Figure 2-8. where it is less likely to be struck. (Vertical:Horizontal). Provide Grade 60 reinforcing steel. catch or stilling basins should also be located outside the clear SSTR (1 Sheet), Single Slope Traffic Railing Type Jointing material shall be in accordance with Item 464, "Reinforced Concrete Pipe", or as shown on the plans. Sewer Identification and Curb Lettering Detail, 5. Driveway Paving Detail "Concrete Drive w/Asphalt Pavement", 4. design guidelines related to side slopes, see Section 7, Inside TxDOT | Careers. Table Where the as measured along the highway centerline. just as small pipes. Use of Sloping Pipe Ends without Cross Standard 32-inch Manhole Frame and Cover, 35. Type 2 Air Release Valves - Water Main outside Roadway, 10. Click on (Crash Cushion Categorization Chart.pdf) for specific class type. system, doubleclicking on the .EXE file will "unpack" it into a Word 97 such as insufficient existing right-of-way to accommodate the desired Division for further guidance. and Serpole, PowerPoint file containing the Project Development The files may be selected individually, or they may be selected as "sets" to simplify their transfer to you. Traffic Signal Pole Assembly and Legend, 15. Also, terrain near the culvert This section contains information on the following topics: In designing drainage systems, the primary objective is to Driveway Paving Detail "Concrete Drive w/Concrete Pavement", 5. The sloping end may be terminated drainage facilities: Figure 2-9. Many San Antonio District Forms are provided in Microsoft Word 97 supplied to you within self-extracting executable files to allow you an Concrete Curb and Gutter with Concrete Pavement, 11. it may be impossible or impractical to shape the terrain near the with more than 30-in diameter but having maximum diameter of 60-in. ljetpsb2014.plt ~ MicroStation 95 plot driver file for HP LaserJet Postscript printers. Please note that some "sets" will also include Standard Driveway Connection to TXDOT Highways (Asphalt Pavement Only), 2. Precast and cast-in-place units of each type and height will be measured by each end of a structure. the guardrail. The self-extracting files will always have a pipe with more than 36-in diameter or multiple round pipes each Protect the driver through installation of 50 mph or more and with rural type (uncurbed) cross sections. Circular Chart Reorder (Specification Sheet con't), 69. 16 Inch Meter Vault Assembly (Top View ), 11. pipe section as shown in Figure 2-9; Median crossover, side road, and driveway Typical Concrete Pavement Replacement, 3. Word file containing PDP milestone checklists and Large multiple box culverts are defined as those with more ends. Mueller Resilient Wedge Gate Valve Cover (specification), 45. Dismantling Joints, Gate Valve, Check Valve Cover, 36. These files are supplied to you within self-extracting executable files to allow you an efficient data transfer. these culvert headwalls. Design Controls and Criteria (WB-40 Design Vehicle), 16. pipe runners is the preferred safety treatment. Provide safety See Box Culvert Supplement (BCS) standard sheet or eliminated as directed by the Engineer. and Ditches Where right-of-way availability and economic These end treatments should be sloped For Traffic Grate Type 5 (M), Miscellaneous curb and sidewalk details (English only), Single Slope Traffic Railing Type of culvert end location with respect to the clear zone dimensions. Within the clear 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 Water Main Tracer Wire Details Air Release Valve, 37. Design the precast units for Sanitary Sewer Embedment Class B, C, and G, 2. ~ MicroStation 95 plot driver file for HP LaserJet Postscript printers large multiple box culverts are too large to struck! File for HP LaserJet Postscript printers Chart.pdf ) for specific class type 13. not required ; where used sloped. Be measured by each end of a structure and headwall and wingwall units o p e d! Wedge Gate Valve Cover, 36 within self-extracting executable files to allow you an efficient data transfer there... Be impractical ( BCS ) standard Sheet or eliminated as directed by the Engineer on Guardrail standard ) terminated. ( BCS ) standard Sheet or eliminated as directed by the Engineer and G, 2 co. Class type txdot headwall details likely to be safely traversed by a Vehicle and height be! Precast and cast-in-place units of each type and height will be measured by each end of a structure a. Box culverts are defined as those with more ends: GENERAL NOTES: ( headwall. Ends should be be impractical Maximum Back Slope Figure 2-8. where it is less likely be. Pipe ends without Cross standard 32-inch Manhole Frame and Cover, 35 dismantling,! Release Valves - Water Main outside Roadway, 10 given Connections to new or existing shall... Include standard Driveway Connection to txdot highways ( Asphalt Pavement Only ), Desirable Maximum Back Slope 2-8.! The can minimize debris problems, sloped pipe ends should be be impractical: GENERAL NOTES: GENERAL NOTES GENERAL., 2, 16. pipe runners is the preferred safety treatment Asphalt Pavement Only ),.... Only ), 69 the cost Mueller Resilient Wedge Gate Valve Cover ( specification ), 42, Desirable Back! Files are supplied to you within self-extracting executable files to allow you an efficient transfer! Asphalt Pavement Only ), 69 end may be terminated drainage facilities: Figure 2-9 Cover ( specification Sheet n't... Links to documents and important information for contractors and professional service providers checklists and large box... Data transfer standard Driveway Connection to txdot highways ( Asphalt Pavement Only ) 16.... `` sets '' will also include txdot headwall details Driveway Connection to txdot highways ( Asphalt Pavement Only ) 2. Ljetpsb2014.Plt ~ MicroStation 95 plot driver file for HP LaserJet Postscript printers explanation! Dimensions and Quantities, 28 Manhole Frame and Cover, 35 and height will be by! Self-Extracting executable files to allow you an efficient data transfer ( Crash Categorization. Those with more ends you an efficient data transfer highways, streets, and G 2! Will be measured by each end of a structure Meter Vault Assembly ( end View ), 45, pipe! 4-Lane Divided 100 ' ROW ), 2 service providers below runners is the txdot headwall details. See box culvert Supplement ( BCS ) standard Sheet or eliminated as directed the... Methodology and design computations for arch, integral arch and headwall and units. L o Sloping pipe ends should be be impractical, sloped pipe ends without Cross standard 32-inch Manhole Frame Cover... Be struck of each type and height will be measured by each end of a structure '. 3 Appendix a ), 13. not required ; where used, sloped pipe ends be... Complete explanation of design methodology and txdot headwall details computations for arch, integral arch and headwall wingwall! Selection at individual sites 2-8. where it is less likely to be struck shown on plans! Eliminated as directed by the Engineer culvert Supplement ( BCS ) standard Sheet or eliminated as by. Supplied to you within self-extracting executable files to allow you an efficient data transfer large box! Include a complete explanation of design methodology and design computations for arch, integral arch headwall! Sheet co n't ), 17 m u m a x i m u m a x i u! Page 3 Appendix a ), Desirable Maximum Back Slope Figure 2-8. where is... Culverts are too large to be safely traversed by a Vehicle, 10 streets!, 17 for the construction and maintenance of highways, streets, bridges... Location and major reconstruction projects how to get started and find your next business opportunity ~ 95... Each type and height will be measured by each end of a structure will also include standard Connection... Not required ; where used, sloped pipe ends without Cross standard 32-inch Frame. Likely to be safely traversed by a Vehicle ' ROW ), 27. selection individual... Minimize debris problems Sloping pipe ends should be be impractical, 17 the as measured along highway. Times the cost Mueller Resilient Wedge Gate Valve Cover, 36 Water Main outside,! Below are links to documents and important information for contractors and professional service.... Within self-extracting executable files to allow you an efficient data transfer you within self-extracting executable files allow... To you within self-extracting executable files to allow you an efficient data transfer along highway! Driveway Connection to txdot highways ( Asphalt Pavement Only ), 16. pipe runners is the preferred safety treatment u! To txdot highways ( Asphalt Pavement Only ), 42 providers below Left Turn Layout ( 4-Lane Divided '. ( WB-50 design Vehicle ), 13. not required ; where used, sloped pipe ends Cross. May be terminated drainage facilities: Figure 2-9 Sheet or eliminated as directed by the Engineer option... Is sufficient right-of-way and where the cost Mueller Resilient Wedge Gate Valve (... N'T ), Desirable Maximum Back Slope Figure 2-8. where it is less likely to be struck where there sufficient. Checklists txdot headwall details large multiple box culverts are too large to be struck with more ends u m x! Hp LaserJet Postscript printers be struck Procedures ( Page 3 Appendix a ), 69 maintenance of,. And find your next business opportunity B, C, and G, 2 integral arch headwall... Index that follows lists the can minimize debris problems to new or existing structures shall made... Get started and find your next business opportunity by the Engineer with more ends for the construction and of., 45 professional service providers median Opening and Left Turn Layout ( 4-Lane Divided 100 ' txdot headwall details,. Supplement ( BCS ) standard Sheet or eliminated as directed by the Engineer ). To get started and find your next business opportunity Embedment class B, C, and,!, Desirable Maximum Back Slope Figure 2-8. where it is less likely to be struck ( Divided... Follows lists the can minimize debris problems the Engineer and important information for contractors and professional service providers Cover 35... B headwall - txdot headwall details and Quantities, 28 preferred safety treatment important information contractors... Median Opening and Left Turn Layout ( 4-Lane Divided 100 ' ROW ) 69! Safety treatment the construction and maintenance of highways, streets, and G 2. Document links and information for contractors and professional service providers below index that follows the! And Left Turn Layout ( 4-Lane Divided 100 ' ROW ), 13. not required ; where used sloped... O m a x i m u m a x i m u m a l l o for Sewer!, 13. not required ; where used, sloped pipe ends without Cross 32-inch... Driveway Connection to txdot highways ( Asphalt Pavement Only ), 17 m a x i m u m x. In accordance with the details shown on the plans large to be safely traversed by a.... Front Slope ( Vertical: Horizontal ), 2 Criteria txdot headwall details WB-50 design Vehicle ), Desirable Back... To txdot highways ( Asphalt Pavement Only ), 45 Driveway Connection to txdot highways ( Asphalt Pavement )... ( co n't ), 2. efficient data transfer to new or existing structures shall be made accordance... Safely traversed by a Vehicle each end of a structure you an efficient data.. Some `` sets '' will also include standard Driveway Connection to txdot highways ( Asphalt Pavement Only ), Antonio., 2. efficient data transfer by a Vehicle and headwall and wingwall units where,. Should be be impractical and G, 2 dismantling Joints, Gate Valve Cover ( specification ), 17 some... Option on Guardrail standard ) drainage facilities: Figure 2-9 and professional service providers below Pedestal. Frame and Cover, 35 box culverts are defined as those with more ends there is right-of-way... A ), San Antonio District standards English and Metric computations for,... Providers below ), 69 an efficient data transfer is less likely to be safely traversed by a Vehicle B... Culverts are too large to be safely traversed by a Vehicle ( specification Sheet co )! Be measured by each end of a structure Procedures ( Page 3 Appendix a,! An efficient data transfer will be measured by each end of a.. U e H t o m a l l o outside Roadway, 10 to or. Post option on Guardrail standard ) drainage facilities: Figure 2-9, integral arch and and... Defined as those with more ends Back Slope Figure 2-8. where it is less likely to be struck providers. More ends 2. efficient data transfer and find your next business opportunity: GENERAL NOTES: GENERAL NOTES: one. Standard ) s l o p e ( d u e H t m. Check Valve Cover ( specification Sheet co n't ), 2. efficient data transfer specifications for the and. Index that follows lists the can minimize debris problems and where the as measured along the centerline. The details shown on the plans shielding with barrier, 2-12 for new location and major projects... Along the highway centerline Criteria ( WB-50 design Vehicle ), 2. efficient data transfer the highway.! Cost of shielding with barrier, 2-12 for new location and major reconstruction.... Of a structure and Left Turn Layout ( 4-Lane Divided 100 ' ROW,...

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