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Connect NCDOT . NCDOT is responsible for inspecting and taking care of about 18,500 structures: 4,800 culverts and pipes that are 20 feet or longer, which means they fit the federal definition of a bridge. to Section 102 and 103 of the Standard Specifications and shall be sent to: N.C. Department Of Transportation Contract Standards and Development Unit NOTIFICATION OF AWARD Federal Aid No. Division 08 - Incidentals. Division 03 - Pipe Culverts. Core objectives of the Highway Stormwater Program are to: Manage and reduce . The Contractors are contractually required to follow only the printed bound booklet, "Standard Construction Details Roadway-Traffic Control-Bridge, 2016" (pdf 42m), as of the date of the contract, and the revised details included as part of the Contract documents. Tip No. SEE STANDARD DRAWING D-714-22 FOR DETAILS Class AE-3 Concrete Existing Pipe SIDE VIEW J 7'-3" 8'-6" reinforced as per AASHTO M170 Standard Reinforcement for Class III pipe 12" minimum for culverts 66" dia. City of Charlotte Land Development Standards Manual (CLDSM) (Includes Charlotte ET J) Below are the City of Charlotte (and ETJ) Land Development Standard Drawings in PDF format. 1501 Mail Service Center Prime Coat An application of a low-viscosity liquid Good means that the bridge can safely carry the typical-sized commercial or passenger vehicles for that route. Division 05 - Subgrade, Bases and Shoulders. Contact Info. As of March 2021, about 1,100, or 8.2 percent, of the state's bridges were considered in poor condition. For further assistance, call us at NCDOT follows National Bridge Inspection Standards and ensures each bridge is inspected at least every two years. 2018 Standard Specifications Book for Roads and Structures Effective with January 1, 2018 Let. JavaScript Required JavaScript must be enabled to use some features of this site. 01/08/09-646-11. The N.C. Department of Transportation's Highway Stormwater Program is focused on protecting and improving water quality while providing and supporting a safe and integrated transportation system for the state of North Carolina. We are a proud representative of the Tully Group (www.tullygroup.us) organization. TraffIc Notes. This work requires the regular exertion of up to 10 pounds of force and frequent exertion of up to 50 pounds of force; work regularly requires walking, speaking or hearing, using hands to finger, handle or feel, tasting or smelling, pushing or pulling and lifting, frequently requires standing, sitting, reaching with hands and arms and repetitive motions and occasionally . Additionally, the slower speeds make it easier for a driver to find a gap of traffic inside the roundabout before safely entering it.. Everyone using the roundabout moves in a counterclockwise direction, and those already in it do not yield to approaching vehicles. If any part of the "Detail Drawings" are required, please insert ALL drawings in the Roadway Plans. Standard 4' Diameter Brick Masonry Storm Sewer Manhole. By incorporating these innovative design concepts, the Flatiron/United team was able to offer the most cost efficient solution to the NCDOT. MC-214.01. The City will no longer reference the specifications issued in 1991 (retained below). Dwg 840.14 and 840.15 Drivers should use turn signals when exiting and yield to pedestrians using the crosswalk at the roundabout. LIST OF STANDARD DRAWINGS K 840.25 Anchorage for Frames - Brick or Concrete or Precast 840.24 Frames and Narrow Slot Sag Grates 840.18 Concrete Grated Drop Inlet Type 'B' - 12" thru 36" Pipe 840.17 Concrete Grated Drop Inlet Type 'A' - 12" thru 72" Pipe 840.16 Drop Inlet Frame and Grates - for use with Std. Engineering-Technician Inspector. It looks of Transportation |. 63" Prestressed Concrete Modified Bulb Tee Link Slab and Continuous for Live Load, 63" Prestressed Concrete Modified Bulb Tee Link Slab and Continuous For Live Load, 72" Prestressed Concrete Modified Bulb Tee Link Slab and Continuous For Live Load, AASHTO Type II Prestressed Concrete Girder, AASHTO Type II Prestressed Concrete Girder Link Slab and Continuous For Live Load, AASHTO Type III Prestressed Concrete Girder, AASHTO Type III Prestressed Concrete Girder Link Slab and Continuous For Live Load, AASHTO Type IV Prestressed Concrete Girder, AASHTO Type IV Prestressed Concrete Girder Link Slab and Continuous For Live Load, Bridge Approach Slab For Flexible Pavement, Bridge Approach Slab For Integral Abutment, Bridge Approach Slab For Prestressed Concrete Cored Slab/Box Beam, Bridge Approach Slab For Prestressed Concrete Cored Slab/Box Beam Unit (Sub-Regional Tier), Elastomeric Bearing Details - P/S Concrete Superstructures, Elastomeric Bearing Details - Steel Superstructures, Expansion Joint Seal Details For Barrier Rail, Expansion Joint Seal Details For Sidewalk, Guardrail Anchor Assembly for Culverts - Anchorage Details, Guardrail Anchorage Details for Metal Rails and Vertical Concrete Barrier Rail, Intermediate Steel Diaphragms for 63" (1600mm) & 72" (1829mm) Prestressed Concrete Modified Bulb Tees, Intermediate Steel Diaphragms for TYPE II, III & IV Prestressed Concrete Girders, LRFR Summary For Concrete Box Culverts (Interstate Traffic), LRFR Summary For Concrete Box Culverts (Non-Interstate Traffic), LRFR Summary For Prestressed Concrete Girders (Interstate Traffic), LRFR Summary For Prestressed Concrete Girders (Non-Interstate Traffic), LRFR Summary For Reinforced Concrete Box Culverts (Deep Fill), LRFR Summary For Reinforced Concrete Box Culverts (deep Fill), LRFR Summary For Steel Girders (Interstate Traffic), LRFR Summary For Steel Girders (Non-Interstate Traffic), Modular Expansion Joint Seal Details For Barrier Rail, Modular Expansion Joint Seal Details For Sidewalk, Prestressed Concrete Box Beam Unit - 3'-0" (914mm) x _ _, Prestressed Concrete Box Beam Unit - 3'-0" (914mm) x 2'-3" (686mm), Prestressed Concrete Box Beam Unit - 3'-0" (914mm) x 2'-9" (838mm), Prestressed Concrete Box Beam Unit - 3'-0" (914mm) x 3'-3" (991mm), Prestressed Concrete Girder Continuous For Live Load Details, Prestressed Concrete Pile - 12" (305mm) Square, Prestressed Concrete Pile - 16" (406mm) Square, Prestressed Concrete Pile - 20" (508mm) Square, Prestressed Concrete Pile - 24" (610mm) Square, Prestressed Cored Slab Unit - 3'-0" (914mm) X _ _, Prestressed Cored Slab Unit - 3'-0" (914mm) X 1'-6" (457mm), Prestressed Cored Slab Unit - 3'-0" (914mm) X 1'-9" (533mm), Prestressed Cored Slab Unit - 3'-0" (914mm) X 2'-0" (610mm), Rail Post Spacings and End of Rail Details for One or Two Bar Metal Rails, Strip Seal Expansion Joint Details for Barrier Rail, Strip Seal Expansion Joint Details for Sidewalk, AASHTO Type II Prestressed Concrete Girder Continuous For Live Load, AASHTO Type III Prestressed Concrete Girder Continuous For Live Load, AASHTO Type IV Prestressed Concrete Girder Continuous For Live Load, Bridge Approach Slab For Prestressed Concrete Cored Slab, Bridge Approach Slab For Prestressed Concrete Cored Slab Unit (Sub-Regional Tier), Prestressed Concrete Modified Bulb Tee Continuous For Live Load - 63" (1600mm), Prestressed Concrete Modified Bulb Tee Continuous For Live Load - 72" (1829mm), Standard Superstructure Bill of Material (P/S Concrete Super. STATE OF NORTH CAROLINA DEPARTMENTOFTRANSPORTATION ROY COOPER J. ERIC BOYETTE GOVERNOR SECRETARY Mailing Address: NC DE PAR TMENT OF TRANSP ORTATION DIVISION 10 716 WEST MAIN STREET ALBEMARLE, NC 28001 Telephone: (704 ) 983 -440 0 Fax: (704) 982-3146 Customer Service: 1-877-368-4968 Website: www.ncdot.gov Location: 5/27/2020. Standard Specifications, Drawings & Provisions for Utilities Work, 2012 and 2018 Standard Specifications, Drawings, and Provisions, plus Additional Resources, Guidance for developing UbO Plans and Special Provisions, Guidance for developing UC Plans, Special Provisions, and Estimates, 2006 Specifications and Standard Drawings, 2012 and 2018 Standard Specifications and Provisions, Roadway Standard Drawings 2002 (Archived), AGC-DOT Joint Cooperative Committee & Roadway Subcommittee, 2018 Specifications and Special Provisions, Division Managed Project Delivery Training, North Carolina Dept. Provide hyperlink or reference to the SCDOT Standard Drawing website and drawing numbers if necessary. This manual contains tools and information for developing plans to minimize soil erosion and prevent sedimentation associated with land-disturbing activities. 2012 Roadway Standard Drawings - Index of Sheets. To achieve this goal, the department uses a data-driven strategy to improve the overall condition of all bridges in North Carolina by focusing taxpayer dollars where they're needed most. 2020 Standard Specifications Book. 1-877-DOT-4YOU ( FOG - Additional Resources. Individual Water Standard Detail Drawings: Attend the Small-Scale Homebuilders Workshop, City of Raleigh Launches North Carolinas First ADU Gallery, BikeLaneSigns &Markings ApproachingIntersections, BikeLaneMarkings through Intersections & Driveways, MedianBioretention (For 30mph and Below), Green Infrastructure Example Configuration, Asphalt Typical Trail Section Variable Width (8' Min, 14' Max), Concrete Typical Trail Section Variable Width (8' Min, 14' Max), Asphalt Multi-Use Street Side Trail, Variable Width, Concrete Multi-Use Street Side Trail, Variable Width, Galvanized Safety Railing - Variable Height, Boardwalk Or Bridge Timber Approach Railing, Boardwalk Or Bridge Vinyl Approach Railing, Bridge Or Boardwalk Rub Rail/Handrail Attachment, Trash Receptacle Installation In-Ground Mount, Trash Receptacle Installation Surface Mount, Trash And Recycling Receptacle Installation In-Ground Mount, Trash And Recycling Receptacle Installation Surface Mount, Trench Bottom Dimensions & Backfilling Requirements for PVC, Trench Bottom Dimensions & Backfilling Requirements for DIP, Standard Thrust Block Installation for 16 and Larger Valves, Standard Main and Valve Markers in Easements, 4 24 Standard Tapping Sleeve and Valve Assembly, Valve Restraint at Tees and Crosses for Lines 4 24, Reclaimed Water Valve and Box installation, Standard 1 Reclaimed Water Service and Meter Box Installation, Trench Bottom Dimensions & Backfilling Requirements for DIP and RCP, Trench Bottom Dimensions and Backfilling Requirements for PVC Gravity Sewer Main, Thrust Blocking Design Data for Sewer Force Main, Thrust Blocking Design Data for PVC Sewer Force Main, Standard Main Marker for Sewer Force Mains In Easements, Standard Sewer Force Main Air Release Valve, Aerial Pipe Crossing Steel Casing Pipe Elevation, Aerial Pipe Crossing Typical Pipe Section & Elevation, Aerial Pipe Crossing Concrete Pier on Bedrock, Gravity Sewer Main Tracer Wire and Manhole Marker, Extended Bases or Cast-in-Place Reinforced Concrete Base, Standard Manhole Installation over Existing Sewer Main, Standard Seal Tight Manhole w/ Vented Stack, Watertight Manhole Frame with Cam Lock Cover, Standard Slip Resistant Manhole Step Detail, Standard Slip Resistant Manhole Step Detail within Paved Surfaces, Typical Sanitary Sewer Lateral Connection, Typical Sanitary Sewer Lateral Tracer Wire, Lateral Saddle Installation Detail for PVC Pipe, Lateral Saddle Installation Detail for VCP and DIP, Minimum Requirements for Pump Station (Layout), Weather Hood for Electrical Equipment Panel, Typical Sanitary Sewer Service Backwater Valve Installation, Typical Sewer Service Requiring Backwater Valve, Standard Odor Control Building Front Elevation, Standard Odor Control Building Side Elevation, Standard Odor Control Building Floor Elevation, Standard Odor Control Building Mechanical, Electrical, Concrete Cradle Protection for Sewer Line Crossings, StandardTemporary (Sediment / Silt) Silt Fence, StandardCatch Basin Yard Inlet Protection, Block & Gravel Inlet Protection for Curb Inlet, Residential Driveway Installation on Non Curb & Guttered Streets, Private Accessway Primary Internal Access Drive, Standard Method of Removing Existing Curb (For a Driveway Apron Installation), StandardPavement Widening Taper & Markings, Standard Utility Locations in Street with Curb-level Bikeway, Curb Ramps at Curb-Level Bikeway Crossings, DetectableWarningSurface,Surface Applied (Retrofit Only), DetectableWarningSurface, Cast-in-Place, Pavement Markings High-Visibility Pedestrian Crosswalk, Trenching I Tunneling near Existing Trees, StandardTemporary (sediment/silt) /Tree Conservation Area Fence Detail, Trench Bottom Dimensions & Backfilling Requirements for Ductile Iron Pipe, Standard Fire Hydrant Installation (restrained joint), Standard Fire Hydrant Installation (rodding), Standard Fire Hydrant with 5" Storz Pumper Nozzle, Hydrant Operating Nut and 2 " Outlet Threads, Thrust Blocking Design Data for Water Mains, Standard Thrust Block Installation for Valves and Dead End Mains, Standard Main & Valve Markers for Potable & Reuse Water Easements, Standard Tapping Sleeve & Valve Assembly (4"-24"), Restrained Tee and Valve Installation on Dead Lines (4"-24"), Butterfly Valve Manhole (16" & Larger Mains), Standard " & 1" Water Service Installation, Single Family, Residential, New Construction Back flow Prevention/Meter Assembly Installation, Gang Meter Addressing Single Story Building, Gang Meter Addressing Multi-Story Building, Typical 4"-8" Domestic Water Meter Bypass Installation, Typical 6"-10" Fire Service & Domestic Service w/ Bypass, Typical 1 "- 2" Water Meter Box Installation, Fire, Domestic & Irrigation Options Schematic, Irrigation Tap on New and Existing Services, Typical Fire Main Double Detector Check Valve Assembly, Concrete Cradle Protection for Water Line Crossings.

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