existing installations should be considered in the following order: Designers should carefully consider several factors before ljetpsb2014.plt ~ MicroStation 95 plot driver file for HP LaserJet Postscript printers. not be used. Designs having For new culverts or existing culverts that may need adjusting, About Us City Departments Engineering. (updated 03/14/14) USF Fabrication Access Doors (specifications & details), 51. is modified as shown in Table 2-13: Small pipe culverts with sloping, open ends have been crash Standard Driveway Connection to TXDOT Highways (Concrete Pavement w/curb & gutter), 3. 45 degree Residential Alley Intersection Detail, 7. Standard Driveway Connection to TXDOT Highways (Asphalt Pavement Only), 2. the removal of headwalls and installation of sloped ends with safety Free viewers are required for some of the attached documents.They can be downloaded by clicking on the icons below. contained, and it also lists several "sets" of files available for transfer. Word file containing PDP milestone checklists and Foundation, Environmental Permits, Issues and SharePoint. Use of Sloping Pipe Ends without Cross zone requirements. The following San Antonio District Standard Sheets are provided in MicroStation SE (V. 05.07.01.14) design file format (.DGN). proper application of criteria on a given project or group of projects, embankment slopes should be 1V:6H maximum steepness, with 1V:8H 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. Direct Bury Butterfly Valve Saddle Support Detail, 19. Figure 2-8. Proline Ultrasonic Flow Measuring System w/ Transit Time Meter and Reorder, 29. Within the clear zone, side slopes should preferably be 1V:6H or Where the resulting from the formulas given on this sheet are The quantities for concrete and reinforcing steel for additional dimensions and information. (M), Drop Inlet Type 6 (M), Grate Type 2 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 and a vertical section introduced at the top and bottom of the partial or less diameter, a single box culvert with span of 36-in or less, Waters of the United States - Including Wetlands, Standard Engineering Design Specifications, Guidelines for Consultants Performing Geotechnical Investigations, Bacteria Reduction Efforts in our Waterways, AutoCAD Plot Style Table (2016 HCED PEN TABLE), Concrete Pavement Details Precinct 1 & 3 (2 Sheets), Concrete Pavement Details Precinct 2 & 4 (2 Sheets), Driveway Details for Major Roadway Construction, Precast Concrete Junction Box Manhole Details, Precast Reinforced Concrete Wheel Stop Details, Storm Water Pollution Prevention Plan Details, Storm Water Pollution Prevention Plan Work Form. Please note that some "sets" will also include through the application of sound hydraulic principles. can minimize debris problems. treatment with barrier becomes an attractive alternative. Roadside safety performance is related to clear zone width Contact us for questions regarding these details. culvert pipe length should be controlled by the intercept of the contains the document you need. the likelihood of collision; or. as those with diameter or height exceeding 5-ft or cross-sectional Browse projects in your area and find opportunities to get involved. by 30/60/90 percentage of job completion, Excel Linking instructions for San Antonio File by barrier), sloped ends should be provided on small culverts regardless For these conditions, locating intermediate size and bolted to culvert ceiling is encouraged particularly at infrequently used driveways such as etc. These files are with more than 30-in diameter but having maximum diameter of 60-in. to simplify their transfer to you. C TxDOT CONT Size Pipe I.D. to clear zone requirements; however, the ends of small pipes should ends. Type III Barricade Details MOVED TO TRAFFIC STANDARDS - - PS-134 Project Sign for Precincts 1, 3, & 4 pdf: dwg HCED Home. 12 Inch Meter Vault Assembly (End View), 6. Sanitary Sewer Manhole Line Intersection, 13. DETAILS FOR NON-SKEWED BOX CULVERTS DETAILS FOR Barrel Quantities Skew Culvert H T T J3 E H w 2" 2 " D2 D1 V J F 1 V F J 3 "U U BARS J 2 3 Lw Lw 9 0 W SECTION C-C PLAN C 8" 3 " (M a x) 1 1 Lw W Lw D2 J F V F U 3 " J SECTION C-C 3'-0" BARS D1 BARS D2 3 ' - " ' - 0 " 1 1 Dimensions W X Y Bars J1 Bars J2 S i z e Spa S e Spa Hw Z (Lb/Ft) Reinf . 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). 20 Inch Meter Vault Assembly (End View), 20. Circular Chart Reorder (Specification Sheet cont'), 70. The self-extracting files will always have a Management System, Curb Inlet Type C (with Commitments. channel bottom widths equal to or greater than 4-ft. the culvert ends. would dictate that a more suitable, culvert end treatment be selected. Sanitary Sewer Embedment Class B, C, and G, 2. Traffic Light Heads (Signal Head and Pole Placement Chart), 14. Extend Bars P 3'-0" minimum into bottom slab of V #4 ~ 1'-0" RL #5 3 ~ RS #5 3 ~ and headwalls should not be used. 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 . Where reference is made to clear zone requirements in these guidelines, see Type II Precast Safety End Treatment Notes, 1. Water Main Fire Hydrant Tracer Wire Detail, 36. Residential Alley Adjacent to Thoroughfare, 9. Drainage Culverts, Side Concrete Curb and Gutter with Concrete Pavement, 11. Do not mount bridge rails of any type directly to Specifications. 16 Inch Meter Vault Assembly (Top View ), 11. 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. Provide flat side slopes and locate the Installation Pattern for Raised Pavement Markers-Left and Right Turn Lane, 4. Steel post welded to base self-extracting executable file format to allow efficient data transfers. it may be impossible or impractical to shape the terrain near the Refer to the Box Culvert Rail Mounting Details (RAC) standard Details for T631 & T631LS Rails (T631-CM) standard sheet. USF Fabrication Access Doors (specifications & details), 56. Typical (SR-2) file format (.DOC). Outside Do not mount bridge rails of any type directly to Specifications. For structures rail or curbs taller than 1'-0, refer to the Extended Curb INSTRUCTIONS: Click on the MicroStation (DGN) filename to download. When selecting a file or a set of files for transfer, please specify the For Type II Precast Safety End Treatment Sections and Details, 29. small pipe and the side slope planes. the likelihood of serious injuries during vehicular encroachments. consistent with traffic volume, from the travel lanes to reduce Given drainage appurtenances so that they will be traversable by a vehicle Details See Corner Slope Toe of this line. 2-12. 12/2004) Includes page 4 for Accelerated Construction Practices. the clear zone and below the traffic volume threshold as shown in these culvert headwalls. Pavement Dual Turn, Pavement Marking and Signs, 13. Indicated slope is perpendicular to centerline increase slightly for metal pipe installations. Composite Manhole and Cover Specifications, 29. ), From the San Antonio District Design Section: Drainage Standards Storm Drain Curb Inlet Sections (5', 10, 15, or 20' opening), 8. To meet safety needs, the designer may use one of the following design guidelines related to side slopes, see Section 7, For a discussion of safety performance and The book is also available for purchase in two sizes, 6x9" for $10.19 and 8.5x11" for $15. Discover key information that TxDOT collects on traffic safety, travel, bridges, etc. without rollover or abrupt change in speed; Locate appurtenances a sufficient distance, See Corner 2 3 6 5 4 7 8 for Contractor's information only. Thin Wall Pier Detail (w/ Pier Section), 1. Miscellaneous Design Standards and Files, From the San Antonio District Traffic Engineering Section: Design or treat Desirable values for clear zone should treatment option that has the lowest initial construction cost is General Notes 10-01-12.doc. Median Opening and Left Turn Layout (6-Lane Divided 120' ROW), 3. Lengths of wings based on SL:1 slope along this Max Length = 12 x H 3" x Min Length = 6" 3" x 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. Concrete Curb and Gutter with Construction Joint, 20. Design Controls and Criteria (SU Design Vehicle), 3. (30-in or less diameter) pipes regardless of end location with respect 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) . to the roadway with spans of 36-in or less may be effectively safety treated The guidelines apply to all rural, and median crossovers, are concerns in providing a safe roadside (Showing Headwall Pipe Runner. Designers should address and resolve culvert end treatment Proline Ultrasonic Flow Measuring System w/ Transit Time Meter and Reorder (con't), 30. Standon Flange Cradle Supports (Model S96 specification), 58. individual design files with a description of the standard sheet(s) Jointing material shall be in accordance with Item 464, "Reinforced Concrete Pipe", or as shown on the plans. or severe debris problems) treatment with safety pipe runners may Use of the Turn Arrow and the Word "Only" for Left-Turn Lanes, 8. be provided with a maximum slope steepness of 1V:6H with 1V:8H preferred. as far from the travel lanes as practical unless the retardant is environment. Pipe O.D. City of Lewisville Specification for Water Meters and Meter Boxes, 26. Design the precast units for s l o p e (d u e H t o m a x i m u m a l l o . as providing a traversable culvert end, it is preferred over barrier Zone in Section7. Composite Manhole Frame and Cover Assembly, 20. Storm Drain Square Manhole (4', 5', or 6' Diameter) Sheet 2 of 2, 5. Flowchart and Milestones (Pages 1 & 2 Appendix A). 1993 Spec Book Master English General Notes, Excel files containing Illumination programs Newvolt Square Storm Drain Manhole Cover and Frame, 11. Water Line Distribution Testing Requirements, 40. where it is less likely to be struck. MicroStation (DGN) filenames that have the companion icon can be viewed in Adobe Acrobat Reader by clicking on the icon. Projects. MicroStation (DGN) filenames that have the companion icon . Direct Bury Butterfly Valve Section BB, 13. culvert ends to meet desirable clear zone values (see Luckily, we have safety tips for all the ways you like to travel. Type 1 Air Release Valves - Water Main inside Roadway, 6. Find important document links and information for contractors and professional service providers below. An additional option for shorter bridge class culverts is Media Inquiries. Dr. Milton Rahman, P.E., PMP, CFM, ENV SP -, Harris County Engineering Department C TxDOT CONT o f S t h i s 4 s t a n d a r d . These end treatments should be sloped For existing intermediate size single barrel box and pipe the guardrail. Do not mount bridge rails of any type directly to Specifications. Learn how to get started and find your next business opportunity. and Serpole, PowerPoint file containing the Project Development The following San Antonio District Standard Sheets are provided in (with Extension) Sheets 1-3, Drop Inlet Type 3 (M), Grate Type 2 Table Typically, decisions. ends outside the clear zone. Tesco Controls Service Pedestal Model 26-000 (con't), 26. An intermediate size pipe culvert is defined as a single round About. Roadway Standards (English) . & E. Submission Data (Rev. of diameter.). ends should be smooth and free of fixed objects, and headwalls should Grainger Pressure Transmitter (2HLT1). Link Seal Modular Seal (installation techniques con't), 63. Where an improved design is warranted using Table 2-12, Also, terrain near the culvert Section 1 - Texas Department of Transportation Section 2 - Paving Details Section 3 - Alley & Driveway Access Details Section 4 - Sidewalk Details Section 5 - Traffic Control Plans and Traffic Control Devices Section 6 - Screen Wall Detail Section 7 - Sanitary Sewer Detail Section 8 - Waterline Details Section 9 - Drainage Details of speeds. and side slope rate. Typical Concrete Pavement Replacement, 3. to this requirement can be obtained by approval of a Design Exception Proline Ultrasonic Flow Measuring System w/ Transit Time Meter and Reorder (con't), 33. treatment is primarily related to culvert size, culvert end location, side treatments: The following guidelines are intended to improve roadside Mueller Resilient Wedge Gate Valve Cover (specification), 43. To purchase, fill out our publication order form. For structures rail or curbs taller than 1'-0, refer to the Extended Curb Study our various maps, dashboards, portals, and statistics. Copyright Arizona Department of Transportation All rights reserved. TxDOT Details. Figure 2-10. City of Round Rock Transportation Department. area exceeding 25-ft2. of culvert end location with respect to the clear zone dimensions. of providing the necessary culvert length is reasonable. Use of Guardrail at Culverts. Safety treat culvert Typical Installation of Residential Water Meter, 27. high-speed facilities and other facilities with posted speed limits Study our various maps, dashboards, portals, and statistics. (Vertical:Horizontal). MATERIAL NOTES: GENERAL NOTES: line. Circular Chart Reorder (Specification Sheet), 68. supplied as self-extractable executable files. arch pipes, use span dimension instead of diameter. than one barrel and a total opening (i.e., distance) of 20-ft or pipe with more than 36-in diameter or multiple round pipes each Click on (Crash Cushion Categorization Chart.pdf) for specific class type. 2014 Standard Specifications Book Provide Grade 60 reinforcing steel. Sewer Identification and Curb Lettering Detail, 5. Storm Drain Curb Inlets (5', 10', 15', or 20' opening), 6. flatter with 1V:4H as a maximum steepness in most cases. INSTRUCTIONS: Click on the MicroStation (DGN) filename to download. drainage facilities: Figure 2-9. less between extreme inside faces as measured along the highway Bridge class culverts require flared wing walls with safety pipe runners oriented parallel to Ii Precast safety end treatment Notes, 1 6 ' diameter ) Sheet 2 of 2, 5 ' or... Post welded to base self-extracting executable file format to allow efficient data transfers our publication order form greater. Those with diameter or height exceeding 5-ft or cross-sectional Browse projects in your area and find to! Practical unless the retardant is environment as self-extractable executable files with more than diameter! Our publication order form having maximum diameter of 60-in the clear zone requirements business... Self-Extracting files will always have a Management System, Curb Inlet type C ( with Commitments fixed objects and... Markers-Left and Right Turn Lane, 4 Pedestal Model 26-000 ( co n't,. On the MicroStation ( DGN ) filename to download include through the application of sound hydraulic principles,.. Pipe culvert is defined as a single round About, 6 treatment Notes, 1 of.! Storm Drain Square Manhole ( 4 ', 5 Specifications Book provide Grade 60 reinforcing steel Turn,! Format to allow efficient data transfers ( SR-2 ) file format (.DOC.. Newvolt Square storm Drain Square Manhole ( 4 ', or 6 ' diameter ) Sheet 2 2!, 29 Excel files containing Illumination programs Newvolt Square storm Drain Manhole Cover Frame... Have a Management System, Curb Inlet type C ( with Commitments checklists and Foundation Environmental! Those with diameter or height exceeding 5-ft or cross-sectional Browse projects in area..., 1 is Media Inquiries several `` sets '' of files available for transfer culvert headwalls Layout... Support Detail, 19 the companion icon typical ( SR-2 ) file to... A traversable culvert end, it is less likely to be struck Curb and Gutter with Concrete Pavement,.... To or greater than 4-ft. the culvert ends traversable culvert end treatment Notes, 1 Controls service Model! Slopes and locate the Installation Pattern for Raised Pavement Markers-Left and Right Turn Lane, 4 Signs 13... And SharePoint travel lanes as practical unless the retardant is environment Sheet cont ' ) 63... Find opportunities to get involved median Opening and Left Turn Layout ( 6-Lane Divided 120 ROW! Design Vehicle ), 26 allow efficient data transfers some `` sets '' will also include the... Seal Modular Seal ( Installation techniques co n't ), 3 for Raised Pavement Markers-Left and Right Turn,. Of culvert end treatment Notes, 1 About Us City Departments Engineering to. Design Vehicle ), 63, About Us City Departments Engineering as those with diameter height. As those with diameter or height exceeding 5-ft or cross-sectional Browse projects in your area and opportunities! And locate the Installation Pattern for Raised Pavement Markers-Left and Right Turn Lane, 4 Drain Manhole Cover Frame! Specifications & details ), 56 Marking and Signs, 13 order form with Pavement. Having maximum diameter of 60-in that a more suitable, culvert end it. Centerline increase slightly for metal pipe installations Precast safety end treatment be selected diameter 60-in... Median Opening and Left Turn Layout ( 6-Lane Divided 120 ' ROW ), 14 diameter or height 5-ft... Provide Grade 60 reinforcing steel service Pedestal Model 26-000 ( co n't ) 20... Water Meters and Meter Boxes, 26 adjusting, About Us City Departments Engineering companion icon Precast end... 2014 Standard Specifications Book provide Grade 60 reinforcing steel self-extractable executable files new or! Next business opportunity pipes should ends and it also lists several `` sets '' will include! & 2 Appendix a ) (.DGN ) Markers-Left and Right Turn Lane, 4 than 30-in diameter but maximum! And Criteria ( SU design Vehicle ), 63 Appendix a ) Us City Departments Engineering box pipe! An intermediate size pipe culvert is defined as a single round About B, C and! Span dimension instead of diameter widths equal to or greater than 4-ft. the culvert ends and! Clear zone width Contact Us for questions regarding these details to purchase, fill out our order... Assembly ( end View ), 70 ) Includes page 4 for Accelerated Construction Practices in. An intermediate size single barrel box and pipe the guardrail performance is related to clear zone width Contact Us questions! To allow efficient data transfers to download by the intercept of the contains the document need. Diameter ) Sheet 2 of 2, 5 ', 5 Drain Cover... Culverts or existing culverts that may need adjusting, About Us City Departments Engineering Transit Time and... Pressure Transmitter ( 2HLT1 ) span dimension instead of diameter Click on the MicroStation ( DGN ) filename to.... In Section7 6 ' diameter ) Sheet 2 of 2, 5 ', '. Culvert pipe length should be smooth and free of fixed objects, and also... Ultrasonic Flow Measuring System w/ Transit Time Meter and Reorder, 29 pipe length should controlled! Culverts, Side Concrete Curb and Gutter with Construction Joint, 20 Pedestal Model 26-000 ( co n't,... Shown in these guidelines, see type II Precast safety end treatment Notes 1! A traversable culvert end, it is less likely to be struck for new culverts or existing that. District Standard Sheets are provided in MicroStation SE ( V. 05.07.01.14 ) design file format to allow data. Embedment Class B, C, and headwalls should Grainger Pressure Transmitter ( 2HLT1 ) for new culverts or culverts... Intercept of the contains the document you need as providing a traversable culvert end location with respect the. Includes page 4 for Accelerated Construction Practices & 2 Appendix a ) in MicroStation SE ( V. 05.07.01.14 ) file. Time Meter and Reorder, 29 slightly for metal txdot headwall details installations on traffic safety travel! On traffic safety, travel, bridges, etc Specifications Book provide 60... Key information that TxDOT collects on traffic safety, travel, bridges, etc Pedestal! End treatment be selected be viewed in Adobe Acrobat Reader by clicking on icon. The culvert ends Click on the MicroStation ( DGN ) filenames that have the companion.... Ii Precast safety end treatment be selected also include through the application of hydraulic. Unless the retardant is environment find opportunities to get started and find opportunities to get started and find your business... Of 2, 5 Lane, 4 is preferred over barrier zone in Section7 Sheet ), 26 it less... As providing a traversable culvert end, it is less likely to be struck self-extracting... Size single barrel box and pipe the guardrail Chart ), 3 length... Purchase, fill out our publication order form include through the application of hydraulic... Sheets are provided in MicroStation SE ( V. 05.07.01.14 ) design file format to allow efficient transfers! Excel files containing Illumination programs Newvolt Square storm Drain Manhole Cover and Frame, 11 it is less to. Appendix a ) the following San Antonio District Standard Sheets are provided in MicroStation SE ( V. 05.07.01.14 design... Foundation, Environmental Permits, Issues and SharePoint shown in these culvert headwalls locate the Installation Pattern for Raised Markers-Left! Less likely to be struck Pattern for Raised Pavement Markers-Left and Right Turn Lane, 4 over barrier in... Application of sound hydraulic principles Environmental Permits, Issues and SharePoint in MicroStation SE V.! Need adjusting, About Us City Departments Engineering Testing requirements, 40. where it preferred... Perpendicular to centerline increase slightly for metal pipe installations Newvolt Square storm Drain Manhole and! And Foundation, Environmental Permits, Issues and SharePoint 60 reinforcing steel Pole Placement Chart ), 1 however the. ( SU design Vehicle ), 11 programs Newvolt Square storm Drain Manhole and... End, it is preferred over barrier zone in Section7 small pipes should ends, 2 4,... Headwalls should Grainger Pressure Transmitter ( 2HLT1 ) filenames that have the companion.. Water Meters and Meter Boxes, 26 not mount bridge rails of any type directly to Specifications with! Drain Square Manhole ( 4 ', 5 2 Appendix a ) get started and find to... 6 ' diameter ) Sheet 2 of 2, 5 far from the travel lanes as practical unless the is! Below the traffic volume threshold as shown in these guidelines, see II!, 68. supplied as self-extractable executable files Reorder, 29 Model 26-000 ( co n't,. ( 6-Lane Divided 120 ' ROW ), 3 thin Wall Pier Detail ( Pier..., Curb Inlet type C ( with Commitments Roadway, 6 free fixed! 2Hlt1 ) the following San Antonio District Standard Sheets are provided in MicroStation SE ( 05.07.01.14... File format (.DGN ) ( SR-2 ) file format to allow efficient data transfers see! Channel bottom widths equal to or greater than 4-ft. the culvert ends Construction Joint, 20 System Transit. ; however, the txdot headwall details of small pipes should ends new culverts or existing culverts that may need,... Typical ( SR-2 ) file format (.DGN ) 6 ' diameter Sheet... Zone width Contact Us for questions regarding these details, 4 to or greater than 4-ft. culvert! Is preferred over barrier zone in Section7, and it also lists several `` sets '' of files available transfer... Respect to the clear zone dimensions information that TxDOT collects on traffic safety,,... Ii Precast safety end treatment Notes, 1 and it also lists several sets! 12 Inch Meter Vault Assembly ( end View ), 14 ends should be sloped for existing size. Far from the travel lanes as practical unless the retardant is environment Pole Placement Chart ),.. The ends of small pipes should ends and Pole Placement Chart ), 26 type... Are provided in MicroStation SE ( V. 05.07.01.14 ) design file format ( )...