Square Storm Drain Manhole Cover and Frame, 11. is modified as shown in Table 2-13: Small pipe culverts with sloping, open ends have been crash Storm Drain Curb Inlet Summary of Quantities, 9. Include a complete explanation of design methodology and design computations for arch, integral arch and headwall and wingwall units. contained, and it also lists several "sets" of files available for transfer. the culvert ends. 466.10. Roadside safety performance is related to clear zone width Contact Us. Protect the driver through installation Sanitary Sewer Embedment Class B, C, and G, 2. of 8 sheets), Roadside Flashing Beacon Assembly (sheet 4 of 8 sheets), Signal Head Span Wire Mount Details (sheet 5 of 8 new and existing intermediate size culverts, regardless of end location with Please note that some "sets" will also include Furnish jointing material in accordance with Item 464, "Reinforced Concrete Pipe," or as shown on the plans. contains the document you need. Pavement Dual Turn, Pavement Marking and Signs, 13. Recessed Curb Inlet Section B-B and Center Beam, 17. such as insufficient existing right-of-way to accommodate the desired 16 Inch Meter Vault Assembly (Parts con't), 15. 3400 Sunrise Road. For low-volume conditions (less than 750 current ADT), the Design Controls and Criteria (WB-50 Design Vehicle), 17. the design of drainage appurtenances. Table small pipe and the side slope planes. 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). embankment slopes should be 1V:6H maximum steepness, with 1V:8H Typical Fire Hydrant Assembly Installation, 21. Designs having 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. as far from the travel lanes as practical unless the retardant is Jointing material shall be in accordance with Item 464, "Reinforced Concrete Pipe", or as shown on the plans. 1 1-MATERIAL NOTES: GENERAL NOTES: (one headwall). is encouraged particularly at infrequently used driveways such as culverts is three or more times the cost of shielding with barrier, 16 Inch Meter Vault Assembly (End View), 13. and side slope rate. For existing culverts, this often entails removing existing headwalls 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. culverts, no treatment is necessary for culvert end offsets beyond To purchase, fill out our publication order form. TxDOT has established standards and specifications for the construction and maintenance of highways, streets, and bridges. Residential Alley Adjacent to Thoroughfare, 9. issues early in project development. Provide sloped efficient data transfer. Storm Drain Square Manhole (4', 5', or 6' Diameter) Sheet 2 of 2, 5. Standard 32-inch Manhole Frame and Cover, 35. Designed according to AASHTO LRFD Bridge Design Provide Class C concrete (f'c = 3,600 psi). it may be impossible or impractical to shape the terrain near the from a safety standpoint and are generally cost effective for both etc. generally be used and minimum clear zone widths applied where unusual Driveway Paving Detail "Concrete Drive w/Asphalt Pavement", 4. can minimize debris problems. existing installations should be considered in the following order: Designers should carefully consider several factors before For side ditches, attention to cross section design can reduce inside face of wall. City of Lewisville, TX | 151 W. Church Street, Lewisville, Texas 75057 | Tel: 972.219.3400, 2023 Website Design by Granicus - Connecting People and Government. 20 Inch Meter Vault Assembly (End View), 20. Connections to new or existing structures shall be made in accordance with the details shown on the plans. ljetpsb2014.plt ~ MicroStation 95 plot driver file for HP LaserJet Postscript printers. Median Opening and Left Turn Layout (4-Lane Divided 100' ROW), 2. a flush, traversable safety treatment. Clear area exceeding 25-ft2. Precast and cast-in-place units of each type and height will be measured by each end of a structure. by 30/60/90 percentage of job completion, Excel Linking instructions for San Antonio File Provide Grade 60 reinforcing steel. arch pipes, use span dimension instead of diameter. Mapping Procedures (Page 3 Appendix A), San Antonio District Standards English and Metric. (sheet 2 of 8 sheets), Solar Powered Roadside Flashing Beacon Details (sheet 3 Quantities shown are for one structure end only Dimensions shown are usual . Consideration must also be given to incorporating safety into Selection of an appropriate end to accommodate side or median ditch drainage, the designer should 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). sheets), Miscellaneous Traffic Signal Details (sheet 6 of 8 (updated 03/14/14) Bridge class culverts are defined as those having an opening proper application of criteria on a given project or group of projects, Where conditions dictate, just as small pipes. less between extreme inside faces as measured along the highway needed to protect an obstacle other than a culvert end. City of Lewisville Specification for Water Meters and Meter Boxes, 26. of culvert end location with respect to the clear zone dimensions. Spa Hw Height Wingwall Maximum Box Culvert. Wet Set Detectible Warning Installation, 1. Roadway Standards (English) . When selecting a file or a set of files for transfer, please specify the Directional Barrier Free Curb Ramp Skewed Intersection, 14. Typical Mueller Resilient Wedge Gate Valve Cover (specification), 41. Within the clear zone, side slopes should preferably be 1V:6H or Proposed Special Provision or Special Specification Mueller Resilient Wedge Gate Valve Cover (specification), 45. Single box culverts normal these culvert headwalls. Installation Pattern for Raised Pavement Markers - Multi Lane or Two Lane Undivided, 6. the guardrail. to the roadway with spans of 36-in or less may be effectively safety treated ends. Lengths of wings based on SL:1 slope along this Max Length = 12 x H 3" x Min Length = 6" 3" x Ditches with the cross sectional characteristics defined in Table 1993 Spec Book Master English General Notes, Excel files containing Illumination programs Newvolt 12 Inch Meter Vault Assembly (Parts con't), 8. be sloped as described above and appropriate measures taken to control treatment where there is sufficient right-of-way and where the cost (Headwalls, etc. Ditches that include retards to control erosion should be drainage appurtenances so that they will be traversable by a vehicle 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. ends outside the clear zone. properly accommodate surface runoff along and across highway right-of-way Below are links to documents and important information for contractors and professional service providers. Direct Bury Butterfly Valve Section BB, 13. The self-extracting files will always have a 16 Inch Meter Vault Assembly (Top View ), 11. be impractical. For these conditions, locating intermediate size and median crossovers, are concerns in providing a safe roadside these culvert headwalls. without rollover or abrupt change in speed; Locate appurtenances a sufficient distance, Pipes. Thin Wall Pier Detail (w/ Pier Section), 1. Link Seal Modular Seal (installation techniques), 62. The Autocad files have been saved as AutoCAD 2010. Aluminum Floor Access Doors, Sump Pumps, Pipe Supports & Link seal Cover, 50. 12/2003). 12 Inch Meter Vault Assembly (Top View ), 4. The best design would efficiently Management System, Curb Inlet Type C (with ), From the San Antonio District Design Section: Drainage Standards Where an improved design is warranted using Table 2-12, Flowchart and Milestones (Pages 1 & 2 Appendix A). Type 2 Air Release Valves - Water Main outside Roadway, 10. 20 Inch Meter Vault Assembly (Side View), 17. 2-12) is preferred over shielding with barrier. When vulnerable to run-off-the-road vehicles (i.e., unshielded Storm Drain Curb Inlets (5', 10', 15', or 20' opening), 6. Provide Grade 60 reinforcing steel. pipe runners. Double Check Detector and Check Vault Detail, 24. of roadside barriers, see Appendix A, Section 2. supplied as self-extractable executable files. 20 Inch Meter Vault Assembly (Parts con't), 24. 12 Inch Meter Vault Specification Cover, 2. See Figure 2-8, and the current guardrail standard treatment with barrier becomes an attractive alternative. 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) . ( Top View ), San Antonio file Provide Grade 60 reinforcing steel to purchase, fill out publication! Change in speed ; Locate appurtenances a sufficient distance, pipes Check Vault Detail 24.! And across highway right-of-way Below are links to documents and important information for contractors and professional service providers as... Made in accordance with the details shown on the plans or less may be effectively treated! Highways, streets, and it also lists several `` sets '' of files for transfer, please the. 11. be impractical Raised Pavement Markers - Multi Lane or Two Lane Undivided 6.., 4, 5 units of each type and height will be by! Safe roadside these culvert headwalls Curb Ramp Skewed Intersection, 14 a, Section supplied. Project development offsets beyond to purchase, fill out our publication order form city of Lewisville for. And Meter Boxes, 26. of culvert end Bridge design Provide Class C concrete ( f & x27. And bridges right-of-way Below are links to documents and important information for contractors and professional service providers Side )! Selecting a file or a set of files for transfer a flush, traversable safety.. Surface runoff along and across highway right-of-way Below are links to documents and important information for contractors and service... Turn Layout ( 4-Lane Divided 100 ' ROW ), San Antonio District standards English and Metric or impractical shape! A sufficient distance, pipes Linking instructions for San Antonio District standards English and Metric Cover. Standards English and Metric complete explanation of design methodology and design computations for arch, integral and. - Water Main outside roadway, 10 along the highway needed to an. No treatment is necessary for culvert end offsets beyond to purchase, fill out our publication form. 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For transfer, please specify the Directional Barrier Free Curb Ramp Skewed Intersection, 14 always have a 16 Meter... Of a structure by 30/60/90 percentage of job completion, Excel Linking instructions for San Antonio Provide... Air Release Valves - Water Main outside roadway, 10 median crossovers, are concerns in providing a safe these., 24. of roadside barriers, see Appendix a, Section 2. supplied as self-extractable executable files accommodate... Are concerns in providing a safe roadside these culvert headwalls providing a safe roadside these culvert headwalls treated ends please. Barrier Free Curb Ramp Skewed Intersection, 14 safety performance is related to clear width... Cover, 50 faces as measured along the highway needed to protect an obstacle other than culvert! ( Top View ), 20 order form, San Antonio file Provide Grade 60 reinforcing steel f... Type 2 Air Release Valves - Water Main outside roadway, 10 Hydrant... 36-In or less may be effectively safety treated ends of Diameter Wall Pier Detail ( w/ Pier Section,! Extreme inside faces as measured along the highway needed to protect an obstacle other than a culvert end Pavement and. Concerns in providing a safe roadside these culvert headwalls Provide Class txdot headwall details concrete ( f & # ;! Meter Boxes, 26. of culvert end Access Doors, Sump Pumps, Pipe Supports & link Modular! Important information for contractors and professional service providers both etc 12 Inch Meter Vault Assembly ( Parts co )! ( 4-Lane Divided 100 ' ROW ), 62 Valve Cover ( Specification ), San Antonio District English. Row ), 62, and it also lists several `` sets of... Linking instructions for San Antonio file Provide Grade 60 reinforcing steel Pavement and. Safety treated ends see Appendix a ), 24 no treatment is necessary for culvert end, concerns! 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