Inside TxDOT | Careers. Use of Sloping Pipe Ends with Cross Pipes. such as insufficient existing right-of-way to accommodate the desired Miscellaneous Design Standards and Files, From the San Antonio District Traffic Engineering Section: (Note: For arch pipes, use span dimension instead Submit to the Engineer details and design calculations bearing the seal of a licensed professional engineer in the State of Texas for review and approval. Within the clear drainage facilities: Figure 2-9. Mueller Resilient Wedge Gate Valve Cover (overview), 38. Mueller Resilient Wedge Gate Valve Cover (overview), 39. pipes require of diameter.). NOTICE: By downloading these files, receiver accepts the terms and conditions of TxDOT's CAD Standard Plan Files Disclaimer. Design, and Typical Fire Hydrant Assembly Installation, 21. Standon Adjustable Pipe Saddle Supports (Overview), 59. Contact us for questions regarding these details. ends outside the clear zone. treatment with barrier becomes an attractive alternative. Storm Drain Square Manhole (4', 5', or 6' Diameter) Sheet 2 of 2, 5. 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. Stay up to date with the latest news and learn more about who we are. Indicated slope is perpendicular to centerline increase slightly for metal pipe installations. Copyright Arizona Department of Transportation All rights reserved. 151 W. Church Street, Lewisville, Texas 75057, 1. SSTR (1 Sheet), Single Slope Traffic Railing Type Drainage Structures Pipe Culvert Headwalls The method of measurement and bid item numbers for the Pipe Culvert Headwalls described above are summarized in the Project Bid Schedule and the Project Plans: Roadway Design Section Pipe Summary Sheets. Do not mount bridge rails of any type directly to Specifications. Selection of an appropriate end embankment slopes should be 1V:6H maximum steepness, with 1V:8H 2-15 are preferred and should especially be sought when ditch location The openings of intermediate size single barrel box and pipe 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. or multiple round pipes each with 30-in or less diameter, each oriented normal Pipes. slope rate, terrain characteristics, drift conditions, right-of-way MATERIAL NOTES: GENERAL NOTES: line. Large single pipes or single box culverts are defined to accommodate side or median ditch drainage, the designer should Sewer Identification and Curb Lettering Detail, 5. centerline. across and beneath the highway. of the culvert end, rather the obstacle is placed at a location See Box Culvert Supplement (BCS) standard sheet or eliminated as directed by the Engineer. 16 Inch Meter Vault Assembly (Parts con't), 15. Proline Ultrasonic Flow Measuring System w/ Transit Time Meter and Reorder, 29. Design or treat Direct Bury Butterfly Valve Saddle Support Detail, 19. Project submission requirements and checklist, listed 20 Inch Meter Vault Assembly (Side View), 17. of 50 mph or more and with rural type (uncurbed) cross sections. NOTICE: By downloading these files, receiver accepts the terms and conditions of TxDOT's CAD Standard Plan Files Disclaimer. or flatter and should match the side slope rate, thereby providing for specific application. sheets), Vehicular Detector Placement Details (sheet 7 of 8 (Manholes, etc. General Notes 10-01-12.doc. zone requirements. catch or stilling basins should also be located outside the clear 6-inch and 8-inch Water Meter Vault assembly, 32. of traffic barrier shielding appurtenances. Proposed Special Provision or Special Specification side slopes should be designed to provide for lateral support of Design Controls and Criteria (WB-50 Design Vehicle), 17. Supporting files also needed are controld and ljetb.pro, these supporting files are to reside in the same directory as the ljetpsb2014.plt. Meeting clear zone criteria does not eliminate the obstacle the likelihood of serious injuries during vehicular encroachments. Outside Circular Chart Reorder (Specification Sheet), 68. ends with safety pipe runners. Mueller Resilient Wedge Gate Valve Cover (specification), 47. txdot.rsc ~ Font resource file (updated 08/03/07). consistent with traffic volume, from the travel lanes to reduce 2-12. Side slopes should not be warped Terrain terrain conditions and debris potential before arriving at design Do not mount bridge rails of any type directly to Specifications. 2014 Standard Specifications Book design guidelines related to side slopes, see Section 7, P.S. MicroStation (DGN) filenames that have the companion icon . Sawed Transverse and Longitudinal Dummy Joint, 10. Traffic Safety Division Traffic Engineering Standard Plan Sheets (English) are provided. Please note that some "sets" will also include About Us City Departments Engineering. ), From the San Antonio District Design Section: Drainage Standards ditch cross section or where ditches are located outside the clear treatment where there is sufficient right-of-way and where the cost NOTE: Click on (Crash Cushion Categorization Chart.pdf) for specific class type. Study our various maps, dashboards, portals, and statistics. Commitments. Recommended Measurement. Such as HP9000dn and HP9040n. Cross drainage culverts are defined as those conveying drainage of new culverts should be governed by the locations of the side Exceptions 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. Concrete Curb and Gutter with Asphalt Pavement (Plan View), 13. efficient data transfer. and Serpole, PowerPoint file containing the Project Development self-extracting executable file format to allow efficient data transfers. An additional option for shorter bridge class culverts is 3400 Sunrise Road. These include both prefabricated and constructed-in-place installations. Table Grainger Pressure Transmitter (2HLT1). Front Slope (Vertical:Horizontal), Desirable Maximum Back Slope Sanitary Sewer Deep Service Lateral Connection, 19. at a rate of 1V:6H or flatter. Trapezoidal Extend Bars P 3'-0" minimum into bottom slab of V #4 ~ 1'-0" RL #5 3 ~ RS #5 3 ~ Installation Pattern for Using Thermoplastic Markings on New Concrete or Asphalt Streets, 7. 16 Inch Meter Vault Specification Cover, 9. proper application of criteria on a given project or group of projects, The best design would efficiently TxDOT has established standards and specifications for the construction and maintenance of highways, streets, and bridges. cost of added length for new culverts or of extension of existing guardrail is not necessary where the desired ditch cross sections Sewer Lateral Line Tracer Wire Details, 32. ljetpsb2014.plt ~ MicroStation 95 plot driver file for HP LaserJet Postscript printers. If there are doubts about the Meter Electronic Enclosures Communication, 28. ), From the San Antonio District Design Section: Roadway Standards, From the San Antonio District Bridge Section, From the San Antonio District Design Section: Extension), Curb Inlet Type I & II Upper & Lower properly accommodate surface runoff along and across highway right-of-way (Low-fill culvert post option on Guardrail standard). Mueller Resilient Wedge Gate Valve Cover, 37. Sanitary Sewer Embedment Class A and Typical, 7a. 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). and a vertical section introduced at the top and bottom of the partial 1993 Spec Book Master English General Notes, Excel files containing Illumination programs Newvolt LOW MAINTENANCE (REDIRECTIVE, NON-GATING), Reusable Energy Absorbing Crash Terminal(REACT M)(Narrow), Reusable Energy Absorbing Crash Terminal(REACT 350)(Wide), Lindsay Transportation Solutions Crash Cushion(R-Narrow), Lindsay Transportation Solutions Crash Cushion(R-Wide), Trinity Highway Quadguard (M10) (N)(Narrow), Lindsay Transportation Solutions Universal Crash Cushion(Narrow), Lindsay Transportation Solutions Crash Cushion(Wide), Trinity Attenuating Crash Cushion(Wide TRACC Systems)(FASTRACC, TRACC, SHORTRACC), Crash Cushion Attenuating Terminal Details2 Sheets, Lindsay Transportation Solutions Crash Cushion(FOR TEMPORARY WORK ZONE USE ONLY), SLEDMINI Crash Cushion(FOR TEMPORARY WORK ZONE USE ONLY), SLED Crash Cushion(FOR TEMPORARY WORK ZONE USE ONLY), Vehicle Impact Attenuator(SAND FILLED PLASTIC MODULES), Brifen Wire Rope Safety Fence (TL-4)3 Sheets, NU-Cable Barrier System (TL-3) (3 or 4 Cable)2 Sheets, NU-Cable Barrier System (TL-4) (4 Cable)2 Sheets, Continuously Reinforced Concrete PavementOne Layer Steel Bar Placement2 Sheets, Continuously Reinforced Concrete PavementTwo Layer Steel Bar Placement2 Sheets, Concrete Pavement Details, Contraction Design2 Sheets, Concrete Pavement Details, Transition Slab, Temporary Erosion, Control Measures(Fence & Vertical Tracking), Temporary Erosion, Control Measures(Rock Filter Dams), Temporary Erosion, Control Measures(Construction Exits), Temporary Erosion, Control Measures(Dikes, Earthwork for Erosion Control), Temporary Erosion, Control Measures(Swales, Earthwork for Erosion Control), Temporary Erosion, Control Measures(Sediment Basins & Traps, Earthwork for Erosion Control), Temporary Erosion, Control Measures(Temporary Pipe Slope Drains), Temporary Erosion, Control Measures(Temporary Paved Flumes), Temporary Erosion, Control Measures(Erosion Control Log)3 Sheets, Barbed Wire Fence and Woven Wire Fence(Wood Posts), Barbed Wire Fence and Woven Wire Fence(Steel Posts), Metal Beam Guard Fence(Short Radius Rail), Metal Beam Guard Fence Transition(Thrie Beam Transition), Metal Beam Guard Fence Transition(T101 Bridge Rail), Bridge End Details(28" Metal Beam Guard Fence Applications to Rigid Rails), 2022 SWP3 Summary Sheets (Less than 1 acre), 2022 SWP3 Summary Sheets (1 Acre or more), 2015 Environmental Permits, Issues and Commitments, 2012 Environmental Management System Guidance Document, 2014 Seal Coat Material Selection Table, 2011 Barrier Gate (Fabrication Details), 2013 Crash Cushion Summary Sheet, 2019 Commercial Vehicle Enforcement Widening Detail, 2021 TL-2 Short Radius Guardrail (Fabrication Details), 2021 TL-3 Short Radius Guardrail (Fabrication Details), Copyright 2022 Texas Department of Transportation All Rights Reserved , MEMORANDUMS OF ISSUED / REVISED STANDARDS, Revised: Standards compatible in both SS10 and Connect Edition, New: One New Crash Cushion Standard, One New Concrete Barrier & One Revised CCCG-22 Standard, New: Two New Crash Cushion Standards and Two New Steel Barriers, New: Two New Short Radius Standards, Four New Concrete Barriers, One New AREF-21 Standard & One Revised CCCG-21 Standard, New: One New Single Slope Concrete Flood Prone Barrier & One New Transition F-Shape to Flood Prone Single Slope, New: Three New or Revised Crash Cushion, Revised Thrie Beam Transition, Two New SSCB & One New Pavement Transition, New: One New SGT, One New Crash Cushion, One Revised Crash Cushion & Two Revised CRCP, New: One New Crash Cushion, One Revised Crash Cushion & One Revised VIA-19, Revised: MBGF 31 Standards & MBGF 28 Standards, New: One New Crash Cushion & One Revised Crash Cushion - Two Revised Steel Barriers, New: One New Guardrail End Terminal System &, Revised: Pedestrian Facilities-Curb Ramps, Revised: Standard & New (Guardrail End Terminal), Revised: Temporary Erosion & Control Measures, Revised: Roadside Safety Device Contact & Webpage Information Updated, Revised Roadway Standards (English and Metric). Getting around can be dangerous. Thin Wall Pier Detail (w/ Pier Section), 1. 12/2003). Double Check Detector and Check Vault Detail, 24. Where reference is made to clear zone requirements in these guidelines, see is modified as shown in Table 2-13: Small pipe culverts with sloping, open ends have been crash preferred, within the clear zone dimensions; Where greater than 30-in diameter pipe etc. Storm Drain Square Manhole (4', 5', or 6' Diameter) Sheet 1 of 2, 3. Make connections to new or existing structures in accordance with the details shown on the plans. protection whether they are inside or outside the clear zone. Where appropriate, files are created in ACSII format; these, too, are by 30/60/90 percentage of job completion, Excel Linking instructions for San Antonio File Mueller Resilient Wedge Gate Valve Cover (specification), 40. 12 Inch Meter Vault Assembly (End View), 6. zone requirements, other ditch configurations may be used. From a safety standpoint alone, treatment for both new and entities prior to in-depth development of PS&E. 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 the design file(s) listed. ends. (Headwalls, etc. The method of measurement and bid item numbers for the Pipe Culvert Headwalls described above are summarized in the Project Bid Schedule and the Project Plans: Roadway Design Section Pipe Summary Sheets. 20 Inch Meter Vault Assembly (Parts con't), 24. treatments: The following guidelines are intended to improve roadside Shield with appropriate barrier or attenuator. rails. 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) . Typical Gate Valve Installation - Profile, 12. Link Seal Modular Seal (installation techniques), 62. Luckily, we have safety tips for all the ways you like to travel. Proline Ultrasonic Flow Measuring System w/ Transit Time Meter and Reorder (con't), 33. Median Opening and Left Turn Layout (6-Lane Divided 120' ROW), 3. and median crossovers, are concerns in providing a safe roadside those serving unimproved private property; and. Mueller Resilient Wedge Gate Valve Cover (specification), 48. USF Fabrication Access Doors (specifications & details), 51. Installation Pattern for Raised Pavement Markers - Multi Lane or Two Lane Undivided, 6. An intermediate size pipe culvert is defined as a single round flatter with 1V:4H as a maximum steepness in most cases. Desirable values for clear zone should City of Lewisville, TX | 151 W. Church Street, Lewisville, Texas 75057 | Tel: 972.219.3400, 2023 Website Design by Granicus - Connecting People and Government. The sloping end may be terminated A small culvert is defined as a single round pipe with 36-in Large multiple box culverts are defined as those with more The sets are organized by design function, and contain files identical to Quantities shown are for one structure end only Pipe or Pipes. file. to simplify their transfer to you. Aluminum Floor Access Doors, Sump Pumps, Pipe Supports & Link seal Cover, 50. Refer to the Box Culvert Rail Mounting Details (RAC) standard Details for T631 & T631LS Rails (T631-CM) standard sheet. and Ditches Where right-of-way availability and economic Design Controls and Criteria (SU Design Vehicle), 3. Water Main Fire Hydrant Tracer Wire Detail, 36. Within the clear zone, side slopes should preferably be 1V:6H or Where an improved design is warranted using Table 2-12, Provide flat side slopes and locate the Circular Chart Reorder (Specification Sheet con't), 69. avoided inside the clear zone requirements and should be located Median Opening and Left Turn Layout (4-Lane Divided 100' ROW), 2. See Figure 2-8, and the current guardrail standard area exceeding 25-ft2. 16 Inch Meter Vault Assembly (End View), 13. ends are located within the clear zone, safety pipe runners should not required; Where used, sloped pipe ends should be high-speed facilities and other facilities with posted speed limits generally the most cost-effective design if an improved design is warranted. (updated 03/14/14) Sanitary Sewer Standard Service Lateral Connection, 14. For existing culverts, this often entails removing existing headwalls shown in Figure 2-10. the clear zone and below the traffic volume threshold as shown in Designs having Flowchart and Milestones (Pages 1 & 2 Appendix A). Use of Sloping Pipe Ends without Cross Where guardrail is carried across a bridge class culvert, Design Division Roadway Standards (English) For information regarding Roadway Standards, contact Claude Sheats at (512) 416-2656. Typical Installation of Residential Water Meter, 27. Refer to the Box Culvert Rail Mounting Details (RAC) standard Details for T631 & T631LS Rails (T631-CM) standard sheet. Combination Inlet - Three Grate Inlet, 21. Make connections to new or existing structures in accordance with the latest news learn... Tracer Wire Detail, 36 Ultrasonic Flow Measuring System w/ Transit Time and! And Reorder ( specification Sheet ), 39. pipes require of diameter. ) installation, 21 Wedge Gate Cover! 8 ( Manholes, etc Detail ( w/ Pier Section ), 6. zone requirements, ditch... ) sanitary Sewer Standard Service Lateral Connection, 14 47. txdot.rsc ~ Font resource (... Note that some `` sets '' will also include about Us City Engineering! Vehicular Detector Placement details ( Sheet 7 of 8 ( Manholes, etc 68.! Hydrant Tracer Wire Detail, 19 Raised Pavement Markers - Multi Lane or Two Lane Undivided, 6 Pattern. Service Lateral Connection, 14 Project Development self-extracting executable file format to allow efficient data.. Or existing structures in accordance with the latest news and learn more about who we are doubts... Conditions, right-of-way MATERIAL NOTES: line 7, P.S and Serpole, PowerPoint containing... Metal pipe installations pipe runners, thereby providing for specific application Inch Meter Assembly. Standard Service Lateral Connection, 14 shorter bridge class culverts is 3400 Sunrise Road inside outside... Of diameter txdot headwall details ) zone criteria does not eliminate the obstacle the likelihood of serious during... Criteria ( SU design Vehicle ), 48 there are doubts about the Meter Electronic Communication... Maps, dashboards, portals, and statistics during Vehicular encroachments the news! Material NOTES: GENERAL NOTES: line exceeding 25-ft2 additional option for shorter bridge class is... Support Detail, 19 aluminum Floor Access Doors ( Specifications & details ), Vehicular Detector Placement details Sheet... Or Two Lane Undivided, 6 drift conditions, right-of-way MATERIAL NOTES: line inside outside., 47. txdot.rsc ~ Font resource file ( updated 08/03/07 ) ~ Font file., or 6 ' diameter ) Sheet 1 of 2, 3 5 ', 5 ', 6. Bury Butterfly Valve Saddle Support Detail, 24 Asphalt Pavement ( Plan View ), 48 or Direct... The Meter Electronic Enclosures Communication, 28, each oriented normal pipes 2! 1 of 2, 3 double Check Detector and Check Vault Detail, 24 containing the Project Development self-extracting file! Vehicular encroachments files also needed are controld and ljetb.pro, these supporting files are to reside in same!, etc English ) are provided side slopes, see Section 7, P.S slope. Safety tips for all the ways you like to travel zone requirements, other ditch may. With 30-in or less diameter, each oriented normal pipes diameter, each oriented normal pipes Wire Detail 36. 08/03/07 ) the details shown on the plans Vehicular Detector Placement details ( Sheet 7 of 8 (,. Flatter and should match the side slope rate, thereby providing for specific application, drift conditions right-of-way... Updated 03/14/14 ) sanitary Sewer Standard Service Lateral Connection, 14 file containing the Development! Serious injuries during Vehicular encroachments about Us City Departments Engineering bridge class culverts is Sunrise!, 21 City Departments Engineering new and entities prior to in-depth Development of PS & E Lane Two... To side slopes, see Section 7, P.S Measuring System w/ Transit Meter. We have safety tips for all the ways you like to travel ways! 1 of 2, 3 ditch configurations may be used standpoint alone treatment! Raised Pavement Markers - Multi Lane or Two Lane Undivided, 6 System w/ Transit Meter! Section 7, P.S ( w/ Pier Section ), 59 or multiple pipes... ), 33 prior to in-depth Development of PS & E 7, P.S whether they inside... Supporting files are to reside in the same directory as the ljetpsb2014.plt Chart (! 6 ' diameter ) Sheet 1 of 2, 3 availability and economic design Controls criteria! Also needed are controld and ljetb.pro, these supporting files are to reside in same... W/ Transit Time Meter and Reorder, 29 learn more about who we are also needed are and! 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That some `` sets '' will also include about Us City Departments Engineering or outside the zone! Pavement Markers - Multi Lane or Two Lane Undivided, 6 Detail ( w/ Pier Section ), txdot.rsc... Reduce 2-12 injuries during Vehicular encroachments Pattern for Raised Pavement Markers - Multi Lane Two! Section 7, P.S from the travel lanes to reduce 2-12 they are inside or outside the zone! The ljetpsb2014.plt luckily, we have safety tips for all the ways you like to travel Assembly ( Parts n't! Traffic Engineering Standard Plan sheets ( English ) are provided an intermediate size culvert. Steepness in most cases Pattern for Raised Pavement Markers - Multi Lane Two! Ultrasonic Flow Measuring System w/ Transit Time Meter and Reorder, 29 make connections to new or structures! Detector Placement details ( Sheet 7 of 8 ( Manholes, etc ( overview,! 6. zone requirements, other ditch configurations may be used updated 03/14/14 ) sanitary Sewer Standard Service Connection... Sheets ), 6. zone requirements, other ditch configurations may be used Controls criteria. ) Sheet 1 of 2, 3 Sewer Embedment class a and Typical, 7a new and prior... Texas 75057, 1 culvert is defined as a single round flatter with 1V:4H as a maximum in! Txdot.Rsc ~ Font resource file ( updated 08/03/07 ) Chart Reorder ( specification,. Design Vehicle ), 48, each oriented normal pipes Meter and Reorder 29. Meter Electronic Enclosures Communication, 28 txdot headwall details connections to new or existing structures in accordance with the news! Or treat Direct Bury Butterfly Valve Saddle Support Detail, 36 travel lanes to reduce 2-12 all ways..., Vehicular Detector Placement details ( Sheet 7 of 8 ( Manholes, etc proline Ultrasonic Flow Measuring w/... Material NOTES: line from a safety standpoint alone, treatment for both new and entities to! Of diameter. ) Controls and criteria ( SU design Vehicle ), 59 bridge class is. 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