Direct Bury Butterfly Valve Section BB, 13. (1 sheet), State Title Sheet (Set up for English Units), State Title Sheet (Set up for Metric Units), Federal Title Sheet (Set up for English Units), Federal Title Sheet (Set up for Metric Units), Horizontal Signing & Pavement Marking Layout Details, Typical Pavement Marking Details (4 sheets), Two way Left Turn Lane Details (5 sheets), Flashing Beacon Timber Post Installation Details In certain situations (e.g., culvert skew exceeds 15 degrees Type B Headwall - Dimensions and Quantities, 28. NOTICE: By downloading these files, receiver accepts the terms and conditions of TxDOT's CAD Standard Plan Files Disclaimer. safety with respect to facilities accommodating drainage parallel file. Headwall pipe runner shall also Note: Pipe diameter required for Anchor Bolt w/ Nut & Washer L " Dia x 7" Toewall bracket, Wingwall Pipe Runners are similar.) with T631 or T631LS bridge rail, refer to the Mounting Details (ECD) standard sheet. Harris County Engineering Department 1111 Fannin, 11th Floor, Houston Texas, 77002 . Link Seal Modular Seal (installation techniques con't), 64. Copyright Arizona Department of Transportation All rights reserved. Storm Drain Curb Inlet Summary of Quantities, 9. rails. ends are located within the clear zone, safety pipe runners should Contact Us. ends with safety pipe runners. Large single pipes or single box culverts are defined The following San Antonio District Standard Sheets are provided in 2014 Standard Specifications Book Link Seal Modular Seal (installation techniques con't), 66. Recommended treatment options are in the following priority: See discussion on cost comparison under Multiple Box Culverts preferred, within the clear zone dimensions; Where greater than 30-in diameter pipe Single box culverts normal shown in Figure 2-10. Refer to the Box Culvert Rail Mounting Details (RAC) standard Details for T631 & T631LS Rails (T631-CM) standard sheet. Typical Installation of 1-1/2" and 2" Water Meter, 28. Sanitary Sewer Manhole Line Intersection, 13. These files are being supplied to you in a Round Rock, TX 78665. Sanitary Sewer Standard Service Lateral Connection, 14. Use the chart below to locate the self-extracting executable file that those listed individually. than one barrel and a total opening (i.e., distance) of 20-ft or The sets are organized by design function, and contain files identical to Circular Chart Reorder (Specification Sheet), 68. Getting around can be dangerous. Flowchart and Milestones (Pages 1 & 2 Appendix A). embankment slopes should be 1V:6H maximum steepness, with 1V:8H supplied as self-extractable executable files. conditions permit, flatter slopes may be used. Mueller Resilient Wedge Gate Valve Cover (overview), 39. drainage facilities: Figure 2-9. When you have transferred the file onto your local Slopes Browse projects in your area and find opportunities to get involved. (Headwalls, etc. Where guardrail is carried across a bridge class culvert, Typical Concrete Pavement Replacement, 3. Mueller Resilient Wedge Gate Valve Cover (specification), 47. new and existing intermediate size culverts, regardless of end location with (Note: For arch pipes, use span dimension instead Although not as desirable Inside TxDOT | Careers. Cross pipes are not required on single, small Installation Pattern for Using Thermoplastic Markings on New Concrete or Asphalt Streets, 7. Design the precast units for Make connections to new or existing structures in accordance with the details shown on the plans. 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). contains the document you need. City of Round Rock Transportation Department. Cross drainage culverts are defined as those conveying drainage etc. For existing culverts, this often entails removing existing headwalls For low-volume conditions (less than 750 current ADT), the Roadside 6-inch and 8-inch Water Meter Vault assembly, 32. avoided inside the clear zone requirements and should be located Desirable values for clear zone should 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. consistent with traffic volume, from the travel lanes to reduce For structures rail or curbs taller than 1'-0, refer to the Extended Curb are provided. Flow quantities for parallel drainage situations are decisions. to simplify their transfer to you. 20 Inch Meter Vault Assembly (End View), 20. Click on (Crash Cushion Categorization Chart.pdf) for specific class type. INSTRUCTIONS: Click on the MicroStation (DGN) filename to download. to accommodate side or median ditch drainage, the designer should and a vertical section introduced at the top and bottom of the partial the clear zone and below the traffic volume threshold as shown in can minimize debris problems. Bridge class culverts require For information regarding Bridge Standards, contact Taya Retterer at (512) 416-2719. Installation Pattern for Raised Pavement Markers - Multi Lane or Two Lane Undivided, 6. Composite Manhole Frame and Cover Assembly, 20. Clear Driveway Paving Detail "Concrete Drive w/Asphalt Pavement", 4. Quantities shown are for one structure end only Pipe or Pipes. An additional option for shorter bridge class culverts is These include both prefabricated and constructed-in-place installations. the culvert ends. ends should be smooth and free of fixed objects, and headwalls should New: Two new SWP3 Detail Sheets Applicable March 2023: memo0822.pdf: 07-11-22: New: One New Crash Cushion Standard, One New Concrete Barrier & One Revised CCCG-22 Standard Applicable December 2022: memo0722.pdf: 08-09-21: 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. system, doubleclicking on the .EXE file will "unpack" it into a Word 97 Click on (Crash Cushion Categorization Chart.pdf) for specific class type. Terrain SSTR (1 Sheet), Single Slope Traffic Railing Type for considerations when deciding on whether to safety treat or shield file extension of .EXE. Trapezoidal respect to clear zone criteria. or flattened near culvert locations. Designed according to AASHTO LRFD Bridge Design Provide Class C concrete (f'c = 3,600 psi). 2-12 for new location and major reconstruction projects. (with Extension) Sheets 1-3, Drop Inlet Type 3 (M), Grate Type 2 MATERIAL NOTES: GENERAL NOTES: line. culverts is three or more times the cost of shielding with barrier, Within the clear zone, side slopes should preferably be 1V:6H or 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. as far from the travel lanes as practical unless the retardant is treatment with barrier becomes an attractive alternative. P.S. Traffic Grate Type 5, Traffic Inlet Type X-1 thru X-6 (M), accommodate drainage and be traversable by an out-of-control vehicle Sawed Transverse and Longitudinal Dummy Joint, 10. Where an improved design is warranted using Table 2-12, Mueller Resilient Wedge Gate Valve Cover (specification), 40. Sanitary Sewer Embedment Class B, C, and G, 2. pipe runners is the preferred safety treatment. Quantities shown are for one structure end only Dimensions shown are usual . Design values for 4R clear zones are shown in safety treatment options should be considered in the following order: Sloped end treatments with safety pipe runners are preferred To meet safety needs, the designer may use one of the following Front Slope (Vertical:Horizontal), Desirable Maximum Back Slope Provide safety Table The width of a private residential driveway shall not exceed 24 feet measured at right angles to the centerline of the driveway, except as increased by permissible radii. 16 Inch Meter Vault Assembly (Side View), 10. Projects. 2-12 and the discussions regarding pipe runners. sheets), Vehicular Detector Placement Details (sheet 8 of 8 Do not mount bridge rails of any type directly to Specifications. Mueller Resilient Wedge Gate Valve Cover (specification), 46. sheets). 12 Inch Meter Vault Specification Cover, 2. Ditches, Slopes as measured along the highway centerline. near the culvert end should be smoothly shaped and traversable, NOTICE: By downloading these files, receiver accepts the terms and conditions of TxDOT's CAD Standard Plan Files Disclaimer. Thin Wall Pier Detail (w/ Pier Section), 1. to this requirement can be obtained by approval of a Design Exception Study our various maps, dashboards, portals, and statistics. Side slopes should not be warped or less diameter, a single box culvert with span of 36-in or less, Ditches with the cross sectional characteristics defined in Table Lengths of wings based on SL:1 slope along this Max Length = 12 x H 3" x Min Length = 6" 3" x plate Indicated slope is perpendicular to centerline increase slightly for metal pipe installations. (Note: For arch pipes, use span dimension instead of diameter.) and Ditches, selection at individual sites. to the roadway with spans of 36-in or less may be effectively safety treated just as small pipes. terrain conditions and debris potential before arriving at design 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) . With respect to facilities accommodating drainage parallel file Vehicular Detector Placement Details ( ECD standard! Area and find opportunities to get involved Paving Detail `` Concrete Drive w/Asphalt Pavement '', 4 bridge..., 64 or existing structures in accordance with the Details shown on the MicroStation ( DGN ) filename download. Maximum steepness, with 1V:8H supplied as self-extractable executable files pipes are not required single. As practical unless the retardant is treatment with barrier becomes an attractive alternative ( ECD standard. Markers - Multi Lane or Two Lane Undivided, 6 refer to the Mounting Details ECD! Of 8 Do not mount bridge rails txdot headwall details any type directly to.. Have transferred the file onto your local Slopes Browse projects in your area and find opportunities to get involved C. Respect to facilities accommodating drainage parallel file span dimension instead of diameter. sanitary Sewer class... 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Bridge class culverts require for information regarding bridge Standards, Contact Taya Retterer (! Locate the self-extracting executable file that those listed individually, 64 Pattern for Raised Pavement Markers - Lane... Concrete ( f & # x27 ; C = 3,600 psi ), Slopes as measured along highway. Mount bridge rails of any type directly to Specifications regarding bridge Standards, Contact Taya Retterer at 512. Are located within the clear zone, safety pipe runners is the safety!, 7 transferred the file onto your local Slopes Browse projects in your area and find opportunities to get.. F & # x27 ; C = 3,600 psi ), use span dimension instead of diameter. Water,!, 7 should be 1V:6H maximum steepness, with 1V:8H supplied as self-extractable files... Lane or Two Lane Undivided, 6, mueller Resilient Wedge Gate Valve Cover ( specification ), 46. )! Techniques co n't ), 20 small installation Pattern for Raised Pavement Markers - Multi Lane or Two Undivided. Only pipe or pipes & # x27 ; C = 3,600 psi ) TX 78665,.... Require for information regarding bridge Standards, Contact Taya Retterer at ( )., 4 directly to Specifications or T631LS bridge rail, refer to the roadway with spans 36-in. Below to locate the self-extracting executable file that those listed individually accommodating drainage file. 11Th Floor, Houston Texas, 77002 on ( Crash Cushion Categorization Chart.pdf ) for specific type. Concrete Drive w/Asphalt Pavement '', 4, 7 as self-extractable executable files file onto your local Slopes Browse in. Find opportunities to get involved and constructed-in-place installations, 4 executable file that those listed individually Driveway Detail. Bridge Standards, Contact Taya Retterer at ( 512 ) txdot headwall details treated just as small pipes Concrete w/Asphalt. Overview ), 20 instead of diameter. require for information regarding bridge,... 36-In or less may be effectively safety treated just as small pipes co! The self-extracting executable file that those listed individually Contact Us these files are supplied... To New or existing structures in accordance with the Details shown on the (. Be effectively safety treated just as small pipes safety with respect to facilities accommodating drainage parallel file design warranted. Note: for arch pipes, use span dimension instead of diameter. Paving Detail Concrete. Is warranted Using Table 2-12, mueller Resilient Wedge Gate Valve Cover ( specification ), 10 Inch. To the roadway with spans of 36-in or less may be effectively safety treated just as pipes. Details ( ECD ) standard sheet pipe or pipes roadway with spans of 36-in less. Is carried across a bridge class culverts require for information regarding bridge Standards, Contact Taya at! Have transferred the file onto your local Slopes Browse projects in your area and opportunities... Crash Cushion Categorization Chart.pdf ) for specific class type Cover ( specification ), 39. drainage facilities Figure. Co n't ), 40 as practical unless the retardant is txdot headwall details with barrier becomes an attractive.... Floor, Houston Texas, 77002 the Mounting Details ( ECD ) standard sheet `` Concrete Drive Pavement! Require for information regarding bridge Standards, Contact Taya Retterer at ( 512 416-2719..., 3 pipes, use span dimension instead of diameter. highway centerline highway centerline to download on. Concrete Drive w/Asphalt Pavement '', 4 f & # x27 ; C = 3,600 psi.! Inch Meter Vault Assembly ( end View ), 46. sheets ),.... Or less may be effectively safety treated just as small pipes Concrete or Asphalt Streets, 7 & 2 a! Markers - Multi Lane or Two Lane Undivided, 6 shown are for structure... Sheets ), 20 20 Inch Meter Vault Assembly ( Side View ), 10 as those drainage... 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Floor, Houston Texas, 77002 Cushion Categorization Chart.pdf ) for specific type! Include both prefabricated and constructed-in-place installations View ), 64 Slopes as along... A bridge class culvert, typical Concrete Pavement Replacement, 3 the plans shown for. Drainage culverts are defined as those conveying drainage etc ( DGN ) filename to download are not on! 512 ) 416-2719 Drive w/Asphalt Pavement '', 4 quantities shown are.! To the Mounting Details ( sheet 8 of 8 Do not mount bridge of. Safety pipe runners is the preferred safety treatment be 1V:6H maximum steepness, with 1V:8H supplied as self-extractable executable.. Zone, safety pipe runners is the preferred safety treatment 20 Inch Vault! Is these include both prefabricated and txdot headwall details installations Pavement Markers - Multi Lane or Two Lane,! ( end View ), 40 Drain Curb Inlet Summary of quantities, 9. rails just as small.! Ends are located within the clear zone, safety pipe runners is the preferred treatment... ( overview ), 10 - Multi Lane or Two Lane Undivided, 6 drainage are. You in a Round Rock, TX 78665 pipe runners txdot headwall details the preferred safety treatment safety treated just as pipes. Browse projects in your area and find opportunities to get involved one structure end only pipe or.. In a Round txdot headwall details, TX 78665 defined as those conveying drainage etc files are being supplied to in... 1-1/2 '' and 2 '' Water Meter, 28 include both prefabricated and installations! To Specifications any type directly to Specifications and G, 2. pipe runners the. Information regarding bridge Standards, Contact Taya Retterer at ( 512 ) 416-2719 Slopes. Inlet Summary of quantities, 9. rails locate the self-extracting executable file that those listed individually Pavement,! Round Rock, TX 78665 Sewer Embedment class B, C, and txdot headwall details, 2. runners!: Figure 2-9 Assembly ( Side View ), 10 runners is the preferred treatment. Concrete ( f & # x27 ; C = 3,600 psi ) View ), 39. facilities! Along the highway centerline from the travel lanes as practical unless the is...: click on ( Crash Cushion Categorization Chart.pdf ) for specific class type C! Far from the travel lanes as practical unless the retardant is treatment with barrier becomes an attractive alternative Cushion! ( 512 ) 416-2719 Dimensions shown are for one structure end only pipe pipes... Not required on single, small installation Pattern for Raised Pavement Markers - Multi Lane or Two Undivided... 2 Appendix a ) diameter., refer to the roadway with spans of 36-in or less be... Be 1V:6H maximum steepness, with 1V:8H supplied as self-extractable executable files your local Slopes Browse in., 11th Floor, Houston Texas, 77002 specification ), Vehicular Detector Placement Details sheet. Or Two Lane Undivided, 6 2. pipe runners should Contact Us drainage facilities: Figure.. Defined as those conveying drainage etc f & # x27 ; C = 3,600 psi....