Common use of Bridge Layout Clause in Contracts

Bridge Layout. The Engineer shall prepare a bridge layout plan sheet for bridge. The Engineer shall determine the location of each soil boring needed for foundation design in accordance with the TxDOT Geotechnical Manual. The Engineer shall submit a bridge layout early in the plan preparation process to obtain approval from FBCTRA. The Engineer shall render bridge, to the appropriate level of detail, in the 3D corridor model. The Engineer shall comply with all relevant sections of the latest edition of the TxDOT Bridge Design Manual - LRFD, TxDOT Bridge Project Development Manual, TxDOT Bridge Detailing Guide, and AASHTO LRFD Bridge Design Specifications, and respective checklists. Each bridge layout sheet must include bridge typical sections, structural dimensions, abutment and bent locations, and superstructure and substructure types. The Engineer shall locate and plot all soil borings and utilities, show proposed retaining walls, and, for staged construction, indicate limits of existing bridge for removal and reconstruction. o Bridge layout must include the following: 1 Plan View • Horizontal Curve data • Bearing of alignment • Bridge skew angles • Control Stations at the beginning and end of structures • Dimensioned widths of bridge, roadway, rail, and shoulders • Type and limits of riprap • Location of profile grade line • Direction of flow • North arrow • Roadway functional class • Design Speed • Traffic data • Existing and proposed structure numbers • Cross-slope and superelevation data • Traffic flow directional arrows • Railing type • Bent stations and bearings • Retaining wall locations • Approach pavement crown width • Typical bridge section showing beam type and spacing • Joint and seal type and spacing • Locations of soil borings • Any other information required in the TxDOT Bridge Project Development Manual, • TxDOT Bridge Design Manual, and TxDOT Bridge Detailing Guide o 2. Profile View Profile grade • Vertical curve data • Finished roadway elevation at beginning and end of bridge • Overall structure length • Type and overall length of railing • Existing and proposed ground lines clearly labeled • Profile view grid elevations and stations • Station of structure compatible with grid stations • Applicable standard titles • Type of riprap • Type of foundation; number, size, length and loading information of foundation elements • Length and type of span unit • Bent numbers • Bearing seat elevations • Soil bore data • Fixed or expansion condition at each beam end • Column heights • Any other information required in the TxDOT Bridge Project Development Manual, TxDOT Bridge Design Manual, and TxDOT Bridge Detailing Manual

Bridge Layout. The Engineer shall prepare a bridge layout plan sheet for bridgeeach bridge and bridge class culvert. The Engineer shall determine the location of each soil boring needed for foundation design in accordance with the TxDOT Geotechnical Manual. Prior to preparation of each bridge layout, the Engineer shall prepare a comparative cost analysis of bridge structures to determine: (1) the optimum bridge beams for vertical clearance over railroads, roadway, or waterways, (2) the optimum bridge structure versus roadway embankment, pavement, soil stabilization, and retaining walls, and (3) to determine optimum in bridge beams for the direct connectors. The Engineer shall submit a each bridge layout early in the plan preparation process to obtain approval from FBCTRA. The Engineer shall render bridge, to the appropriate level of detail, in the 3D corridor modelState. The Engineer shall comply with all relevant sections of the latest edition of the TxDOT State’s LRFD Bridge Design Manual - LRFDManual, TxDOT Bridge Project Development Manual, TxDOT Bridge Detailing Guide, and AASHTO LRFD Bridge Design Specifications, Specifications and respective checklists. Each bridge layout sheet must include bridge typical sections, structural dimensions, abutment and bent locations, and superstructure and substructure types. The Engineer shall locate and plot all soil borings and utilities, show proposed retaining walls, and, for staged construction, indicate limits of existing bridge for removal and reconstruction. o Bridge layout must include the following: 1 Plan View • :  Horizontal Curve data • DocuSign Envelope ID: F4473BF7-308E-4940-87F9-828A77C78A28  Bearing of alignment • centerline  Bridge and Culvert skew angles •  Control Stations at the beginning and end of structures •  Dimensioned widths of bridgebridge or culvert, roadway, rail, and shoulders •  Type and limits of riprap •  Location of profile grade line •  Direction of flow •  North arrow •  Roadway functional class •  Design Speed •  Traffic data •  Existing and proposed structure numbers •  Cross-slope and superelevation data •  Traffic flow directional arrows •  Railing type •  Bent stations and bearings •  Retaining wall locations •  Approach pavement crown width •  Typical bridge section showing beam type and spacing •  Joint and seal type and spacing •  Locations of soil borings •  Phased construction  Any other information required in the TxDOT Bridge Project Development State’s Bridges and Structures Operation and Planning Manual, • TxDOT Bridge Design Manual, and TxDOT Bridge Detailing Guide o 2Manual. Profile View  Profile grade •  Vertical curve data •  Finished roadway elevation at beginning and end of bridge •  Overall structure length •  Type and overall length of railing •  Existing and proposed ground lines clearly labeled •  Profile view grid elevations and stations •  Station of structure compatible with grid stations •  Applicable standard titles •  Type of riprap •  Type of foundation; number, size, and length and loading information of foundation elements •  Length and type of span unit •  Flow rate, tail-water, headwater, and velocity for the design year and 100-year discharge  Bent numbers •  Bearing seat elevations •  Soil bore data •  Fixed or expansion condition at each beam end •  Column heights •  Any other information required in the TxDOT Bridge Project Development State’s Bridges and Structures Operation and Planning Manual, TxDOT Bridge Design Manual, and TxDOT Bridge Detailing Manual.

Bridge Layout. The Engineer shall prepare a bridge layout plan sheet for bridgeeach bridge and bridge class culvert. The Engineer shall determine the location of each soil boring needed for foundation design in accordance with the TxDOT Geotechnical Manual. Prior to preparation of each bridge layout, the Engineer shall prepare a comparative cost analysis of bridge structures to determine: (1) the optimum bridge beams for vertical clearance over railroads, roadway, or waterways, (2) the optimum bridge structure versus roadway embankment, pavement, soil stabilization, and retaining walls, and (3) to determine optimum in bridge beams for the direct connectors. The Engineer shall submit a each bridge layout early in the plan preparation process to obtain approval from FBCTRA. The Engineer shall render bridge, to the appropriate level of detail, in the 3D corridor modelState. The Engineer shall comply with all relevant sections of the latest edition of the TxDOT State’s LRFD Bridge Design Manual - LRFDManual, TxDOT Bridge Project Development Manual, TxDOT Bridge Detailing Guide, and AASHTO LRFD Bridge Design Specifications, Specifications and respective checklists. Each bridge layout sheet must include bridge typical sections, structural dimensions, abutment and bent locations, and superstructure and substructure types. The Engineer shall locate and plot all soil borings and utilities, show proposed retaining walls, and, for staged construction, indicate limits of existing bridge for removal and reconstruction. o Bridge layout must include the following: 1 Plan View : • Horizontal Curve data DocuSign Envelope ID: C4CEDECA-D2D9-45A1-BD15-E7F369C6A871 • Bearing of alignment centerline • Bridge and Culvert skew angles • Control Stations at the beginning and end of structures • Dimensioned widths of bridgebridge or culvert, roadway, rail, and shoulders • Type and limits of riprap • Location of profile grade line • Direction of flow • North arrow • Roadway functional class • Design Speed • Traffic data • Existing and proposed structure numbers • Cross-slope and superelevation data • Traffic flow directional arrows • Railing type • Bent stations and bearings • Retaining wall locations • Approach pavement crown width • Typical bridge section showing beam type and spacing • Joint and seal type and spacing • Locations of soil borings • Phased construction • Any other information required in the TxDOT Bridge Project Development State’s Bridges and Structures Operation and Planning Manual, • TxDOT Bridge Design Manual, and TxDOT Bridge Detailing Guide o 2Manual. Profile View • Profile grade • Vertical curve data • Finished roadway elevation at beginning and end of bridge • Overall structure length • Type and overall length of railing • Existing and proposed ground lines clearly labeled • Profile view grid elevations and stations • Station of structure compatible with grid stations • Applicable standard titles • Type of riprap • Type of foundation; number, size, and length and loading information of foundation elements • Length and type of span unit • Flow rate, tail-water, headwater, and velocity for the design year and 100-year discharge • Bent numbers • Bearing seat elevations • Soil bore data • Fixed or expansion condition at each beam end • Column heights • Any other information required in the TxDOT Bridge Project Development State’s Bridges and Structures Operation and Planning Manual, TxDOT Bridge Design Manual, and TxDOT Bridge Detailing Manual.

Bridge Layout. The Engineer shall prepare a bridge layout plan sheet for bridgeeach bridge and bridge class culvert. The Engineer shall determine the location of each soil boring needed for foundation design in accordance with the TxDOT Geotechnical Manual. Prior to preparation of each bridge layout, the Engineer shall prepare a comparative cost analysis of bridge structures to determine: (1) the optimum bridge beams for vertical clearance over railroads, roadway, or waterways, (2) the optimum bridge structure versus roadway embankment, pavement, soil stabilization, and retaining walls, and (3) to determine optimum in bridge beams for the direct connectors. The Engineer shall submit a each bridge layout early in the plan preparation process to obtain approval from FBCTRA. The Engineer shall render bridge, to the appropriate level of detail, in the 3D corridor modelState. The Engineer shall comply with all relevant sections of the latest edition of the TxDOT State’s LRFD Bridge Design Manual - LRFDManual, TxDOT Bridge Project Development Manual, TxDOT Bridge Detailing Guide, and AASHTO LRFD Bridge Design Specifications, Specifications and respective checklists. Each bridge layout sheet must include bridge typical sections, structural dimensions, abutment and bent locations, and superstructure and substructure types. The Engineer shall locate and plot all soil borings and utilities, show proposed retaining walls, and, for staged construction, indicate limits of existing bridge for removal and reconstruction. o Bridge layout must include the following: 1 Plan View • :  Horizontal Curve data • DocuSign Envelope ID: EE5D87D9-3666-4B03-B13F-724FBCE94AAD  Bearing of alignment • centerline  Bridge and Culvert skew angles •  Control Stations at the beginning and end of structures •  Dimensioned widths of bridgebridge or culvert, roadway, rail, and shoulders •  Type and limits of riprap •  Location of profile grade line •  Direction of flow •  North arrow •  Roadway functional class •  Design Speed •  Traffic data •  Existing and proposed structure numbers •  Cross-slope and superelevation data •  Traffic flow directional arrows •  Railing type •  Bent stations and bearings •  Retaining wall locations •  Approach pavement crown width •  Typical bridge section showing beam type and spacing •  Joint and seal type and spacing •  Locations of soil borings •  Phased construction  Any other information required in the TxDOT Bridge Project Development State’s Bridges and Structures Operation and Planning Manual, • TxDOT Bridge Design Manual, and TxDOT Bridge Detailing Guide o 2Manual. Profile View  Profile grade •  Vertical curve data •  Finished roadway elevation at beginning and end of bridge •  Overall structure length •  Type and overall length of railing •  Existing and proposed ground lines clearly labeled •  Profile view grid elevations and stations •  Station of structure compatible with grid stations •  Applicable standard titles •  Type of riprap •  Type of foundation; number, size, and length and loading information of foundation elements •  Length and type of span unit •  Flow rate, tail-water, headwater, and velocity for the design year and 100-year discharge  Bent numbers •  Bearing seat elevations •  Soil bore data •  Fixed or expansion condition at each beam end •  Column heights •  Any other information required in the TxDOT Bridge Project Development State’s Bridges and Structures Operation and Planning Manual, TxDOT Bridge Design Manual, and TxDOT Bridge Detailing Manual.

Bridge Layout. The Engineer shall prepare a bridge layout plan sheet for bridgeeach bridge and bridge class culvert. The Engineer shall determine the location of each soil boring needed for foundation design in accordance with the TxDOT Geotechnical Manual. Prior to preparation of each bridge layout, the Engineer shall prepare a comparative cost analysis of bridge structures to determine: (1) the optimum bridge beams for vertical clearance over railroads, roadway, or waterways, (2) the optimum bridge structure versus roadway embankment, pavement, soil stabilization, and retaining walls, and (3) to determine optimum in bridge beams for the direct connectors. The Engineer shall submit a each bridge layout early in the plan preparation process to obtain approval from FBCTRA. The Engineer shall render bridge, to the appropriate level of detail, in the 3D corridor modelState. The Engineer shall comply with all relevant sections of the latest edition of the TxDOT State’s LRFD Bridge Design Manual - LRFDManual, TxDOT Bridge Project Development Manual, TxDOT Bridge Detailing Guide, and AASHTO LRFD Bridge Design Specifications, Specifications and respective checklists. Each bridge layout sheet must include bridge typical sections, structural dimensions, abutment and bent locations, and superstructure and substructure types. The Engineer shall locate and plot all soil borings and utilities, show proposed retaining walls, and, for staged construction, indicate limits of existing bridge for removal and reconstruction. o Bridge layout must include the following: 1 Plan View • :  Horizontal Curve data • DocuSign Envelope ID: F242F592-8716-4CB3-B7F2-54D1B859C58C  Bearing of alignment • centerline  Bridge and Culvert skew angles •  Control Stations at the beginning and end of structures •  Dimensioned widths of bridgebridge or culvert, roadway, rail, and shoulders •  Type and limits of riprap •  Location of profile grade line •  Direction of flow •  North arrow •  Roadway functional class •  Design Speed •  Traffic data •  Existing and proposed structure numbers •  Cross-slope and superelevation data •  Traffic flow directional arrows •  Railing type •  Bent stations and bearings •  Retaining wall locations •  Approach pavement crown width •  Typical bridge section showing beam type and spacing •  Joint and seal type and spacing •  Locations of soil borings •  Phased construction  Any other information required in the TxDOT Bridge Project Development State’s Bridges and Structures Operation and Planning Manual, • TxDOT Bridge Design Manual, and TxDOT Bridge Detailing Guide o 2Manual. Profile View  Profile grade •  Vertical curve data •  Finished roadway elevation at beginning and end of bridge •  Overall structure length •  Type and overall length of railing •  Existing and proposed ground lines clearly labeled •  Profile view grid elevations and stations •  Station of structure compatible with grid stations •  Applicable standard titles •  Type of riprap •  Type of foundation; number, size, and length and loading information of foundation elements •  Length and type of span unit •  Flow rate, tail-water, headwater, and velocity for the design year and 100-year discharge  Bent numbers •  Bearing seat elevations •  Soil bore data •  Fixed or expansion condition at each beam end •  Column heights •  Any other information required in the TxDOT Bridge Project Development State’s Bridges and Structures Operation and Planning Manual, TxDOT Bridge Design Manual, and TxDOT Bridge Detailing Manual.