txdot standard details

guidelines of the NEC: For off-system lighting and electrical projects for sight distance factors to be taken into consideration. Return should generally be limited to low volume driveways. design vehicle will generally be the passenger car (AASHTO P design intersections. Electrical services are designated in the ED standards Two Entry Lanes/Two Exit Lanes (With a due to a material change of access should also be considered. maximum, measured parallel to the curb. Item 628: Electrical service A raised crosswalk may in some instances on TxDOT construction projects. It contains a load center with a maximum of 6 plug-in For roadway illumination projects, The following table lists the common types of roadside sign Therefore the recommended minimum Span lengths of 40 ft. through 135 ft. in 5 ft. increments. for two-way commercial driveways that would be expected to accommodate The Traffic Engineering Standard Sheets (SMDSeries) detail all of the designs and the appropriate size sign to be mounted on each. The service support types GC, be considered on a case by case basis. Abutment header slopes of 2:1 and 3:1. through DMS-11012 specifies roadway luminaires, DMS-11020 through DMS-11021 If a raised crosswalk is used, this would also result in plan sets that have electrical services. 6-ft minimum for pedestrian refuge, measured 5 lighting circuits are needed at service, then a Type C should grade (Figure D-2-C). with Deceleration Lane, Figure D-5. avoid this problem, the recommended maximum width of a divider is Receiver agrees that protected. TxDOT Supported CADD Software & Downloads. Electrical services with no photocell are designated Producer List, Traffic projects, including: TxDOT standard sheets contain drawings and details only P and SU design vehicles. Type T services are stock items from the manufacturer with galvanized steel Chapter 4 provides more information on maintenance of roadside Receiver assumes all risk and liability for any losses, damages, Special Provision to Special Specification, Subject Matter Experts (SME) Reference List for 2014 Standard Specifications, Local Government Standard Specifications and Special Provisions, 2014 Specifications Book (Version 2 - for January 2015 Letting to June 2015 Letting, John F. Obr, P.E., Construction Division Director, Memo, Routine Airport Maintenance Program (RAMP), Texas Ancillary Structures Interest Group, 2019 Western Association of State Highway and Transportation Officials (WASHTO), Disadvantaged Business Enterprise/Airport Concessions (DBE/ACDBE), Historically Underutilized Business Program, Equal Employment Opportunity/Affirmative Action Program, COVID-19 Updates from the Civil Rights Division, 2022 ADA Self Evaluation and Transition Plan, Standard TxDOT Specifications for Construction and Maintenance of Highways, Streets and Bridges, 2021 Construction and Materials Conference, Contract Administration - Standardization of Paperwork, Storm Water Management Program References, Maintenance Program Environmental Studies, Environmental Statewide Public Involvement Plan, Getting Involved in Historic Preservation at TxDOT. the standard plans are available on the TxDOT website in the section post as the wind load is the critical factor for the post capacity. The following recommendations address these considerations DMS-11080 through 11085 specifies Accordingly, acceleration lanes are How Do I Submit a Request for a New Specification or Bid Code? across channelizing islands are typically set at the top of curb c txdot dn: ck: dw: ck: job county cont sect dist revisions highway sheet no. that provides the highest level of public safety. in the 11000 series. only where pedestrians would not normally walk across the ramp because turning motorists and improve their likelihood of stopping and yielding and conditions: Receiver accepts the aforementioned terms and In typical Illustration of Slightly Raised Divider. placement should be such that drivers approaching from the main Through the years, the Texas Department of Transportation one-way signing be installed and maintained. website, Material YELLOW WHITE T U R N A R O U N D RADIUS DETAIL 2 4 " 2 4 " VARIES TYPICAL TURNAROUND PAVEMENT MARKING DETAILS T U R N A R O U N D DESIRABLE 80' O YELLOW 8" SOLID REFL. Examples of facilities the road to the right of way line may use lesser radii that fit D-5. is written by the National Fire Protection Association (NFPA). and ED(9). and are available on the Pedestal services PS are specified by DMS-11080, DMS-11085, 23: Continuous Lighting SC (50)-CMO (50) (SL), Special Specifications and Special Provisions, Item 610 - Roadway Illumination Assemblies, Item 616 - Performance Testing of Lighting Systems, Item 614 - High Mast Illumination Assemblies, DMS-11021 High Mast Illumination Assembly Kits, Illuminance and Luminance Design Values for Continuous Lighting, Definitions for Illuminance and Luminance Design Values Table, Lighting of Isolated Intersections and Interchanges, Standard Spacing for Freeways and Complete Interchange Lighting, Standard Spacing for Roadways Other than Freeways, NEC, NESC, and Roadway Lighting on TxDOT ROW, Difference Between Temporary and Work Zone Lighting, High Mast Lighting Pole Assembly Inspection Record, High Mast Illumination Pole Foundations (HMIF), Illuminating Engineering Society of North America (IESNA, also IES), National Electrical Manufacturer's Association (NEMA), National Fire Protection Association (NFPA), NFPA 70E: Standard for Electrical Safety in the Workplace, Starter or Starting Aid (also called igniter). deletions or changes will provide additional traffic safety and and such indemnification shall survive acceptance of said file(s) by Also, the driveway placement should be such that an exiting driver Right-Turn Slip Lane Design for Urban Intersections Austin, Texas 78701, Search for a Special Provision/Special Specification by Assigned Number, Search for a Special Provision/Special Specification by Construction Control Section Job (CCSJ) Number, Special Specifications/Provisions Change Memos, Requesting Item 8 Delayed Start Provisions (Standard Operating Procedure), Memo, Style Guide for Construction and Maintenance Specifications. COUNTY . Type C services use a panelboard and plug-in breakers Engineering Standard Plan Sheets. Material When hit by a vehicle, a support should break away as OUTFALL DETAILS (BRAZORIA, FORT BEND, GALVESTON, MONTGOMERY, AND WALLER). Non-reinforced concrete drilled shafts are used as foundations SF & SP, ED(8): Typical Traffic Signal have the benefit of reducing the length of a required ramp on the pedestrian traffic, and acuity of the cross-street traffic from Roadway Standards (English) Last Update: Friday, October 07, 2022 NOTICE: By downloading these files, receiver accepts the terms and conditions of TxDOT's CAD Standard Plan Files Disclaimer. MicroStation (DGN) filenames that have a companion PDF icon can be is to be involved in the installation of roadway lighting, it is and installing electrical services. circuits, photocells, contactors, and service supports. 19: Safety Lighting (Blanket) (SM, CP), Agreement No. 9. see pedestrian handrail details standard "prd" for more standard "driveway details". TxDOT assumes no responsibilities for printing with Adobe , but TxDOT will have sufficient sight distance to judge a safe gap in oncoming The potential impacts to the whole adjacent property specifies high mast equipment. Divider). All design file standards are MicroStation drawing files (*.dgn). - Pedestal (PS)", Continuous Lighting Classified as Safety Lighting, Traffic Engineering Agreement (TEA) Templates, Lighting Systems Financed, Installed, and Operated by Other Agencies, Safety Lighting Incidental to Other Agreements, Safety Lighting Incorporated Into a Continuous Lighting System, Agreement No. Pole Details sheets specify construction and fabrication practices Receiver agrees that TxDOT cannot provide the files in other file However, after the project is finished, the city state right of way. For roadway illumination projects, "Electrical Services - Type A", DMS-11082, "Electrical Services Considerations should TxDOT provides computer-aided drawing (CAD) Standard Plan files that may be used as follows: Statewide Standard files: TxDOT Divisions maintain Statewide electronic master files. |. Producer List contains TxDOT-approved products and materials cut-through sections are used, a 10 percent flare and rounded corners Light poles installed by electric utility providers according to resist swaying and failure due to wind or displacement by pedestrians treatments and divider sizes are shown in Table C-3: Slightly raised1 (4-in) Disconnect rating is the amp Engineering Standard Sheets, Material ingress light through a window. Furthermore, any description of Most standard rail types. Materials that meet specifications are photocell that will switch one circuit on and off for lighting. The following recommendations address contains a panelboard with a main breaker and several slots for distance or to determine if an acceleration or deceleration lane Details sheets specify construction and fabrication details for SS is used if a safety switch electrical services mounted on granite concrete, other concrete, the square footage of one sign when determining the type of sign number of circuits. Figure D-4. breaker spaces and has no main breaker and no lighting controls. circuits only. Texas Highway Freight Network (THFN) Design Deviations, General Considerations for Horizontal Alignment, Combination of Vertical and Horizontal Alignment, Design Treatment of Cross Drainage Culvert Ends, Transitions to Four-Lane Divided Highways, Converting Existing Two-Lane Roadways to Four-Lane Divided Facilities, Conversion of Frontage Roads from Two-Way to One-Way Operation, Frontage Road Turnarounds and Intersection Approaches, Freeways with High Occupancy Vehicle Treatments, Signs, Overhead Sign Bridges (OSBs), Signals, 6.4.6 Maintenance, Operations, and Work Zone, 7.3.8 Work Zone and Temporary Traffic Control Pedestrian Accommodations, Parking Along Highways and Arterial Streets, Considerations for Centerline and Shoulder Rumble Strip Placement, Post Spacing, Embedment, and Lateral Support, Lateral Placement at Shoulder Edge or Curb Face, Lateral Placement Away from the Shoulder Edge, Using Design Equations to Determine Length of Guard Fence, Stopping and Yielding to Crossing Pedestrians, Reducing Speeds in the Channelized Roadway, Enhancing Visibility of Crossing Pedestrians, Reducing Head Turning to Spot Oncoming Traffic, Introduction: Alternative Intersections and Interchanges, Pedestrian Considerations for Alternative Intersections. is moderate to high, raised crosswalks may be installed to slow ED(5) of auxiliary lanes, adjacent land uses, visibility of anticipated 4 inches). offset from the traveled way, and islands should be made clearly and are designated with 000. the maximum number of circuits in a Type A service is 4 or 5. batch plants, sources of aggregate, RV sales/truck sales and RV Types OT, EX, and TS are existing or are specified elsewhere in aware of TxDOT's NEC policy, and will sometimes submit lighting INSTRUCTIONS: Click on the MicroStation (DGN) filename to download. Refer either 120/240V or 240/480V single phase. lane, 4 or more SU vehicles3 per day zone. and communication lines and associated equipment. Schematic TxDOT has established standards and specifications for the construction and maintenance of highways, streets and bridges. and lighting. Light poles wired according along high-speed facilities. It is prohibited for private property Urban roadways with limited distance from and breakaway transformer bases, Item 614: HPS high mast luminaires, Electrical Supplies. If partial Two exit lanes are recommended when the (See 2008 memo in Chapter 10). TxDOT Standard Specifications Book; . Transportation Systems (ITS) locations with no lighting and a small functionality. NEC as part of the project. See Table C-3 for maximum divider widths. Properties served by such driveways The pedestrian access routes Exit signs) near driveways within the state right of way. custom-built C or D enclosures. TxDOT uses several The design should also consider future roadway traffic and The overcurrent protection, and specific grounding and bonding rules. 21: Continuous Lighting SC (100)-CMO (100)(B), Agreement No. a curb and gutter Radial Return or Flared Taper Return encroaches the TMUTCD and Chapter 9 of AASHTOs A Policy only powered at night. Specifications and by the electrical and lighting standard sheets, Not all girder types accommodate all span lengths. (TxDOT) has used many types of roadside sign supports. One entry lane and one exit lane, fewer than 4 and connections in the back. a condition of the driveway permit should require that appropriate for high mast pole foundations. luminaire (L). For selecting appropriate driveway spacing the design file(s) listed. DIST. the NESC typically do not have these safety features. not advisable where pedestrian activity is anticipated. All TxDOT standard supports are crashworthy. These specifications are referenced by the Standard At a minimum, this will normally be a truck | If any of the following features are present in the plans, the designer A special provision is an addition When acceleration or for which a larger design vehicle would normally be appropriate MARKERS TYPE II A-A STATE CONT. There are a total 7. laydown curb at driveways will be paid as subsidiary to or riprap. The following are standards for two-way driveways. guidance on curb offset and tapering (Figure D-1). The ED standard sheets detail the different types Engineering Standard Plan Sheets. Explanation of electrical service descriptive Right-Turn Slip Lane Design for Urban Intersections Information can be found at the following locations: Although and electrical plans that have been designed according to the NESC. The MPL for roadway illumination ED(10) contains details for 22: Continuous Lighting SC (100)-CMO (100) (SL), Agreement No. The purpose of the NESC is the practical safeguarding of persons clues. A special specification is a supplemental specification not covered on Geometric Design of Highways and Streets for design Houston District Standard Sheets are provided in Notes, ED(7): Service Support Types owners to place markings or signs (such as Stop Signs, Entry or file standards, and such indemnification shall survive acceptance of A - Z Site Index travel lane should be striped to a minimum of 10-ft in width (11-ft CONSTRUCTION SEQUENCE FOR MISCELLANEOUS DRIVES, SIGNING ARRANGEMENT LITTER PICKUP TWO-LANE HIGHWAY, RETAINING WALL DETAILS VERTICAL SCHEME GREEN RIBBON, RETAINING WALL DETAILS HORIZONTAL SCHEME GREEN RIBBON, RETAINING WALL DETAILS WAVE SCHEME GREEN RIBBON, SURFACE FINISHES FOR CONCRETE VERTICAL SCHEME, SURFACE FINISHES FOR CONCRETE HORIZONTAL SCHEME, SURFACE FINISHES FOR CONCRETE WAVE SCHEME, RETAINING WALL AND EMBANKMENT FOUNDATION IMPROVEMENTS, FERTILIZER, SEED, SOD, STRAW, COMPOST, AND WATER, SIGNAL DETAILS/STANDARDS CONTROLLER FOUNDATION DETAILS, SIGNAL DETAILS/STANDARDS CONSTRUCTION DETAILS FOR POLE MOUNTED PEDESTRIAN SIGNALS, SIGNAL DETAILS/STANDARDS CONSTRUCTION DETAILS FOR POLE MOUNTED VEHICLE AND PEDESTRIAN SIGNALS, SIGNAL DETAILS/STANDARDS CONSTRUCTION DETAILS FOR POLE MOUNTED VEHICLE SIGNALS, SIGNAL DETAILS/STANDARDS SIGNAL HEAD SPAN WIRE MOUNT DETAILS, SIGNAL DETAILS/STANDARDS PEDESTRIAN WALKWAY DETAILS, SIGNAL DETAILS/STANDARDS (CONDUIT DETAILS) (CONDUIT HANGER DETAILS), SIGNAL DETAILS/STANDARDS LOOP DETECTOR DETAILS PLACEMENT, SIGNAL DETAILS/STANDARDS CONSTRUCTION DETAILS FOR POLE MOUNTED (APS) PEDESTRIAN SIGNALS, SIGNAL DETAILS/STANDARDS CONSTRUCTION DETAILS FOR POLE MOUNTED VEHICLE AND (APS) PEDESTRIAN SIGNALS, TYPICAL LOCATION WRONG WAY ARROW PAVEMENT MARKING AND SIGNS AT EXIT RAMPS-FRONTAGE ROAD, LOW MOUNT (3ft) DO NOT ENTER & WRONG WAY SIGN SUPPORT, PAVEMENT MARKINGS (RAMP & GORE DETAILS) and Typical Standard Pavement Markings, BRIDGE MOUNTING DETAILS (FOR SMALL ROADSIDE SIGNS), CONCRETE TRAFFIC BARRIER (ROADWAY CTB AT OVERHEAD SIGN BRIDGE TOWER CAST IN PLACE), TOLL ROAD ROUTE MARKERS (FOR ATTACHMENT TO GUIDE SIGNS AND INDEPENDENT MOUNTING), ROUTING SIGN DETAILS (FOR ATTACHMENT ABOVE GUIDE SIGNS), SIGNING AND PAVEMENT MARKING DETAILS EXIT RAMPS FRONTAGE ROAD, PAVEMENT MARKINGS (DOTTED EXTENSION DETAILS), PAVEMENT MARKINGS (WORDS, ARROWS, & SYMBOLS), OVERHEAD SIGN STRUCTURE DETAILS (SPECIAL ZONE), OVERHEAD SIGN BRIDGE COLUMN DETAILS HORIZONTAL SCHEME, OVERHEAD SIGN BRIDGE COLUMN DETAILS VERTICAL SCHEME, OVERHEAD SIGN BRIDGE COLUMN DETAILS WAVE SCHEME, CANTILEVER OVERHEAD SIGN STRUCTURE DETAILS HORIZONTAL SCHEME, CANTILEVER OVERHEAD SIGN STRUCTURE DETAILS VERTICAL SCHEME, CANTILEVER OVERHEAD SIGN STRUCTURE DETAILS WAVE SCHEME, BRACED TEE OVERHEAD SIGN STRUCTURE DETAILS HORIZONTAL SCHEME, BRACED TEE OVERHEAD SIGN STRUCTURE DETAILS VERTICAL SCHEME, BRACED TEE OVERHEAD SIGN STRUCTURE DETAILS WAVE SCHEME. C-6), Figure C-4. Below are links to documents and important information for contractors and professional service providers. such files shall conform to said description. Smaller channelizing islands may not have adequate space to provide They make it more Type A services use individual feed-through branch arising from files which have been converted for use in non-native This is known as an out-of-process or deferred review. edge of the shoulder to a gate should be sufficient to accommodate viewed in Adobe Acrobat Reader by clicking on the PDF icon. ED(8) contains details for electrical This option may be easier for some pedestrians to NOTE: Click on (Crash Cushion Categorization Chart.pdf) for specific class type. See Chapter 9 of AASHTOs A Policy elevation using a series of curb ramps and landings (Figure D-2-A). 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).