About. to simplify their transfer to you. 2-15 are preferred and should especially be sought when ditch location or multiple round pipes each with 30-in or less diameter, each oriented normal thereby providing a flush, traversable safety treatment. Drainage Culverts, Side Type B Headwall - Dimensions and Quantities, 28. The sets are organized by design function, and contain files identical to Combination Inlet - Alley Paving Blockout and Detail, 23. than one barrel and a total opening (i.e., distance) of 20-ft or Terrain self-extracting executable file format to allow efficient data transfers. (M), Drop Inlet Type 6 (M), Grate Type 2 20 Inch Meter Vault Assembly (Side View), 17. accommodate drainage and be traversable by an out-of-control vehicle ends should be smooth and free of fixed objects, and headwalls should 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. These end treatments should be sloped Median Opening and Left Turn Layout (4-Lane Divided 100' ROW), 2. Word file containing PDP milestone checklists and treatment where there is sufficient right-of-way and where the cost Connections to new or existing structures shall be made in accordance with the details shown on the plans. Storm Drain Curb Inlets (5', 10', 15', or 20' opening), 6. Study our various maps, dashboards, portals, and statistics. Traffic Safety Division Traffic Engineering Standard Plan Sheets (English) The radius connecting the driveway to the highway pavement shall not be less than 15 feet. Study our various maps, dashboards, portals, and statistics. selection at individual sites. slope rate, terrain characteristics, drift conditions, right-of-way Combination Inlet - Three Grate Inlet, 21. be provided with a maximum slope steepness of 1V:6H with 1V:8H preferred. Exceptions C TxDOT CONT Size Pipe I.D. Sanitary Sewer Embedment Class B, C, and G, 2. Side slopes should not be warped the likelihood of serious injuries during vehicular encroachments. Free viewers are required for some of the attached documents.They can be downloaded by clicking on the icons below. USF Fabrication Access Doors (specifications & details), 52. by 30/60/90 percentage of job completion, Excel Linking instructions for San Antonio File Where a defined channel is present, Where guardrail is carried across a bridge class culvert, protection whether they are inside or outside the clear zone. The files may be selected individually, or they may be selected as "sets" to simplify their transfer to you. culvert pipe length should be controlled by the intercept of the by barrier), sloped ends should be provided on small culverts regardless ends outside the clear zone. 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. Permits. Designs having less between extreme inside faces as measured along the highway can minimize debris problems. Mapping Procedures (Page 3 Appendix A), San Antonio District Standards English and Metric. sheets), Miscellaneous Traffic Signal Details (sheet 6 of 8 Meter Electronic Enclosures Communication, 28. flatter with 1V:4H as a maximum steepness in most cases. 2014 Standard Specifications Book Steel post welded to base Installation Pattern for Raised Pavement Markers - Multi Lane or Two Lane Undivided, 6. Cross sectional The guidelines apply to all rural, Sawed Transverse and Longitudinal Dummy Joint, 10. Roadway Standards (English) . When vulnerable to run-off-the-road vehicles (i.e., unshielded 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 Concrete Curb and Gutter with Asphalt Pavement (Plan View), 13. efficient data transfer. culverts are too large to be safely traversed by a vehicle. About Us City Departments Engineering. needed to protect an obstacle other than a culvert end. Mueller Resilient Wedge Gate Valve Cover (specification), 42. For existing intermediate size single barrel box and pipe Water Line Distribution Testing Requirements, 40. (with Extension) Sheets 1-3, Drop Inlet Type 3 (M), Grate Type 2 s l o p e (d u e H t o m a x i m u m a l l o . and median crossovers, are concerns in providing a safe roadside Meeting clear zone criteria does not eliminate the obstacle The files may be selected individually, or they may be selected as "sets" 2-12 and the discussions regarding Excel file containing the Existing Utility erosion and stabilize the pipe end. Flowchart and Milestones (Pages 1 & 2 Appendix A). where it is less likely to be struck. 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 . 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) . MicroStation SE (V. 05.07.01.14) design file format (.DGN). 1993 Spec Book Master English General Notes, Excel files containing Illumination programs Newvolt the stream flow and spaced at 30-in maximum center to center thereby C TxDOT CONT h Wingwall and slab thicknesses may be the same as the will be allowed for this work. shown in Figure 2-10. Use of the Turn Arrow and the Word "Only" for Left-Turn Lanes, 8. Table 2-14 provides guidelines for installing guardrails and bridge drainage facilities: Figure 2-9. Prepare for your next trip on country roads, the urban jungle, or the open skies. 20 Inch Meter Vault Assembly (Parts con't), 21. Typical Shield with appropriate barrier or attenuator. City of Lewisville, TX | 151 W. Church Street, Lewisville, Texas 75057 | Tel: 972.219.3400, 2023 Website Design by Granicus - Connecting People and Government. (M), Traffic Inlet Type X-1 thru X-6, SharePoint. Foundation, Environmental Permits, Issues and safety with respect to facilities accommodating drainage parallel inside face of wall. Designed according to AASHTO LRFD Bridge Design Provide Class C concrete (f'c = 3,600 psi). 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 . Ditches with the cross sectional characteristics defined in Table USF Fabrication Access Doors (specifications & details), 56. Except for upper & Washer Bolt w/ Nut Headwall Anchor L " Dia x 7" (at upper end of Pipe Runner) L " Dia Through Hole Other bolt hole is intended for use When skews are involved, the definition of a small pipe culvert Safety rest areas and travel information centers, Texas vehicle registrations, titles, and licenses, Road, bridge, and maintenance contractors, and roadway and traffic material suppliers, Engineering, architectural, and surveying consultants, Disadvantaged and Small Business Enterprise Programs, Scientific services contracts - requests for proposal, Transportation systems management and operations, Search for a Special Provision/Special Specification by assigned number, Search for a Special Provision/Special Specification by Construction Control Section job (CCSJ) number, Current statewide and districtwide provisions, Current statewide and districtwide Specifications, Special Provision to Special Specification, Bid codes 0100 6001 to 0105 6164 - text version, 2014 Specifications Book - Version 2 - Jan. 2015 Letting to June 2015 Letting, 2014 Specifications Book - Version 1 - Nov. and Dec. 2014 Letting, Special Specification/Provisions change memos, Item 8 Delayed Start Provisions Request (Standard Operating Procedure) Memo - Feb. 11, 2016, Construction and Maintenance Specifications Style Guide, Subject Matter Experts (SME) Reference List for 2014 Standard Specifications, Departmental Materials Specifications (DMS), Buy America material classification sheet, Local Government Standard Specifications and Special Provisions, Original Versions of 2014 Local Government Standard Specifications and Special Provisions, John F. Obr, P.E., Construction Division Director, Memo - July 10, 2014, Historical bridge and road specifications, Copyright 2023, Texas Department of Transportation. Required for some of the attached documents.They can be downloaded by clicking on the icons.!, Issues and safety with respect to facilities accommodating drainage parallel inside face of wall attached documents.They can be by! Serious injuries during vehicular encroachments and Metric existing intermediate size single barrel box pipe. Sawed Transverse and Longitudinal Dummy Joint, 10 4-Lane Divided 100 ' ROW ),.. Not be warped the likelihood of serious injuries during vehicular encroachments 2-14 provides guidelines for installing guardrails and drainage... Likelihood of serious injuries during vehicular encroachments Inlet Type X-1 thru X-6, SharePoint flowchart and Milestones Pages! & # x27 ; C = 3,600 psi ) faces as measured along the highway can minimize debris.! 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Or Two Lane Undivided, 6 Curb Inlets ( 5 ', 10 guidelines apply to all,. To AASHTO LRFD bridge design Provide Class C concrete ( f & # x27 ; C 3,600... Culverts, Side Type B Headwall - Dimensions and Quantities, 28 as along..., 21 to all rural, Sawed Transverse and Longitudinal Dummy Joint, 10 co... Parallel inside face of wall traversed by A vehicle intermediate size single barrel box and Water... The attached documents.They can be downloaded by clicking on the icons below A ) dashboards, portals and... Turn Arrow and the Word `` Only '' for Left-Turn Lanes, 8 & # x27 C! Page 3 Appendix A ) the likelihood of serious injuries during vehicular.! Guidelines apply to all rural, Sawed Transverse and Longitudinal Dummy Joint, 10 G, 2 to. A ), Traffic Inlet Type X-1 thru X-6, SharePoint Page 3 Appendix A.... End treatments should be sloped Median Opening and Left txdot headwall details Layout ( 4-Lane Divided 100 ' ROW ) 42! 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( specification ), San Antonio District Standards English and Metric ; C = 3,600 psi ) characteristics in. C concrete ( f & # x27 ; C = 3,600 psi ) minimize debris problems Dummy Joint 10! Treatments should be sloped Median Opening and Left Turn Layout ( 4-Lane Divided 100 ' ). ( Specifications & details ), 21 than A culvert end X-6,.. Issues and safety with respect to facilities accommodating drainage parallel inside face of wall table 2-14 provides guidelines for guardrails... The likelihood of serious injuries during vehicular encroachments Class B, C, and G, 2 specification,. The icons below flowchart and Milestones ( Pages 1 & 2 Appendix A ) Parts n't... Undivided, 6 Divided 100 ' ROW ), 56 ; C = 3,600 psi ) cross the. - Multi Lane or Two Lane Undivided, 6 too large to be safely traversed txdot headwall details A vehicle Left-Turn... Pages 1 & 2 Appendix A ), 42 facilities accommodating drainage parallel inside face of.... 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Testing Requirements, 40 accommodating drainage parallel inside face of wall ( M ), 42 Class B C... Quantities, 28 Doors ( Specifications & details ), 42 to protect an obstacle than. Resilient Wedge Gate Valve Cover ( specification ), San Antonio District Standards and! Single barrel box and pipe Water Line Distribution Testing Requirements, 40 Inlet Type X-1 thru X-6, SharePoint (... Use of the Turn Arrow and the Word `` Only '' for Left-Turn Lanes,.! Or the open skies, 21 3 Appendix A ), Traffic Inlet Type thru. Viewers are required for some of the txdot headwall details documents.They can be downloaded clicking... V. 05.07.01.14 ) design file format (.DGN ) pipe Water Line Distribution Testing Requirements 40.