Common use of Bridge Layout Clause in Contracts

Bridge Layout. The Engineer shall prepare a bridge layout plan sheet for each bridge and bridge class culvert. The Engineer shall determine the location of each soil boring needed for foundation design in accordance with the 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 each bridge layout early in the plan preparation process to obtain approval from the State. The Engineer shall comply with all relevant sections of the latest edition of the State’s LRFD Bridge Design Manual, Bridge Project Development Manual, 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, 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. Bridge layout must include the following: Plan View  Horizontal Curve data DocuSign Envelope ID: F242F592-8716-4CB3-B7F2-54D1B859C58C  Bearing of centerline  Bridge and Culvert skew angles  Control Stations at the beginning and end of structures  Dimensioned widths of bridge 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 State’s Bridges and Structures Operation and Planning Manual, Bridge Design Manual, and Bridge Detailing Manual. 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 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 State’s Bridges and Structures Operation and Planning Manual, Bridge Design Manual, and Bridge Detailing Manual.

Bridge Layout. The Engineer shall prepare a bridge layout plan sheet for each bridge and bridge class culvert. The Engineer shall determine the location of each soil boring needed for foundation design in accordance with the 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 each bridge layout early in the plan preparation process to obtain approval from the State. The Engineer shall comply with all relevant sections of the latest edition of the State’s LRFD Bridge Design Manual, Bridge Project Development Manual, 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, 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. Bridge layout must include the following: Plan View  Horizontal Curve data DocuSign Envelope ID: F242F592EE5D87D9-87163666-4CB34B03-B7F2-54D1B859C58C B13F-724FBCE94AAD  Bearing of centerline  Bridge and Culvert skew angles  Control Stations at the beginning and end of structures  Dimensioned widths of bridge 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 State’s Bridges and Structures Operation and Planning Manual, Bridge Design Manual, and Bridge Detailing Manual. 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 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 State’s Bridges and Structures Operation and Planning Manual, Bridge Design Manual, and Bridge Detailing Manual.

Bridge Layout. The Engineer shall prepare a bridge layout plan sheet for each bridge and bridge class culvert. The Engineer shall determine the location of each soil boring needed for foundation design in accordance with the 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 each bridge layout early in the plan preparation process to obtain approval from the State. The Engineer shall comply with all relevant sections of the latest edition of the State’s LRFD Bridge Design Manual, Bridge Project Development Manual, 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, 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. Bridge layout must include the following: Plan View  Horizontal Curve data DocuSign Envelope ID: F242F592F4473BF7-8716308E-4940-4CB387F9-B7F2-54D1B859C58C 828A77C78A28  Bearing of centerline  Bridge and Culvert skew angles  Control Stations at the beginning and end of structures  Dimensioned widths of bridge 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 State’s Bridges and Structures Operation and Planning Manual, Bridge Design Manual, and Bridge Detailing Manual. 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 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 State’s Bridges and Structures Operation and Planning Manual, Bridge Design Manual, and Bridge Detailing Manual.

Bridge Layout. The Engineer shall prepare a bridge layout plan sheet for each bridge and bridge class culvert. The Engineer shall determine the location of each soil boring needed for foundation design in accordance with the 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 each bridge layout early in the plan preparation process to obtain approval from the State. The Engineer shall comply with all relevant sections of the latest edition of the State’s LRFD Bridge Design Manual, Bridge Project Development Manual, 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, 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. Bridge layout must include the following: Plan View  • Horizontal Curve data DocuSign Envelope ID: F242F592C4CEDECA-8716D2D9-4CB345A1-B7F2BD15-54D1B859C58C  E7F369C6A871 • Bearing of centerline  • Bridge and Culvert skew angles  • Control Stations at the beginning and end of structures  • Dimensioned widths of bridge 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 State’s Bridges and Structures Operation and Planning Manual, Bridge Design Manual, and Bridge Detailing Manual. 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 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 State’s Bridges and Structures Operation and Planning Manual, Bridge Design Manual, and Bridge Detailing Manual.

Bridge Layout. The Engineer shall prepare a preliminary bridge layout plan sheet for each the Pine Creek bridge and six (6) bridge class culvertculverts. The Engineer shall determine the preliminary location of each soil boring needed for foundation design in accordance with the Geotechnical Manual. The existing bridge is a cast-in-place slab bridge which is 42’-0” wide and 150’-0” long supported on concrete piles. The proposed bridge width is based upon a proposed typical section width of 84 feet with 2 ~ 1’-0” nominal traffic rails, 2 ~ 10’-0” shoulders, 4 ~ 12’-0” lanes and a 16’-0” 2-way left turn lane. The overall length of bridge is approximately 150- 0”. Final length of bridge opening to be determined once hydraulic analysis is performed. Prior to preparation of each the Pine Creek bridge layout, the Engineer shall prepare a comparative cost analysis of bridge structures to determine: (1) the optimum bridge beams superstructure type for vertical clearance over railroads, roadway, or waterways, waterways and (2) the optimum bridge structure versus roadway embankment, pavement, soil stabilization, and retaining walls. The Engineer shall make a determination of whether the existing structure is to be widened or replaced based on project alignment and typical section requirements, hydraulic analysis, and (3) to determine optimum in bridge beams for the direct connectorsexisting structural assessment. Bridge condition surveys shall be provided by TxDOT. The Engineer shall submit each a bridge layout early in the plan preparation process for each structure to obtain preliminary approval from the State. The Engineer shall comply with all relevant sections of the latest edition of the State’s LRFD Bridge Design Manual, Bridge Project Development Manual, 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, 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. Bridge layout must include the following: Plan View  Horizontal Curve data DocuSign Envelope ID: F242F592D0894D65-87166FF6-4CB34E21-B7F2BE5E-54D1B859C58C  Bearing of centerline  Bridge BEEA53479086 WAs Used Legacy Xxxxxxxx Xx. 00-0XXX0000 XX Xxxxxxxx Xx. 0000 X. Agency Coordination and Culvert skew angles  Control Stations at the beginning and end of structures  Dimensioned widths of bridge 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 State’s Bridges and Structures Operation and Planning Manual, Bridge Design Manual, and Bridge Detailing Manual. 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 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 State’s Bridges and Structures Operation and Planning Manual, Bridge Design Manual, and Bridge Detailing Manual.Public Involvement