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 based on site conditions and as-built plans. 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 conduct preliminary studies as necessary prior to producing bridge layouts. Preliminary studies shall include the following: DocuSign Envelope ID: CCC15E4F-025E-45ED-8647-4B6C2DCF3710 1. Locate utilities. Determine the locations of utilities that affect placement or rehabilitation of bridge superstructure, substructure, or other elements. 2. Determine extents of right of way. 3. If necessary, review existing documentation and information for rehabilitation. Available information may include: a. Original plans and shop drawings. b. Survey. c. Documentation of previous repairs. d. Inspection report/condition surveys. Conduct additional inspections as required to fully determine extent of repairs, structural adequacy, and existing condition of structure. Coordinate with the State project manager to arrange any necessary inspections. e. Load rating reports, if available. f. Soil borings and pile driving record. The Engineer shall submit a 3D model (if applicable) and bridge layout for each structure early in the plan preparation process to obtain approval from the State prior to beginning structural detail design. 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, AASHTO LRFD Bridge Design Specifications and respective checklists. Each bridge layout sheet shall include bridge typical sections, structural dimensions, abutment and bent locations, superstructure and substructure types, and any pertinent information from the Bridge Detailing Guide bridge layout checklists. 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. The Engineer shall prepare a bridge layout plan sheet for each bridge and bridge class culvert based on site conditions and as-built plansculvert. 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 conduct preliminary studies as necessary prior to producing bridge layouts. Preliminary studies shall include the following: DocuSign Envelope ID: CCC15E4F-025E-45ED-8647-4B6C2DCF3710 1. Locate utilities. Determine the locations of utilities that affect placement or rehabilitation of bridge superstructure, substructure, or other elements. 2. Determine extents of right of way. 3. If necessary, review existing documentation and information for rehabilitation. Available information may include: a. Original plans and shop drawings. b. Survey. c. Documentation of previous repairs. d. Inspection report/condition surveys. Conduct additional inspections as required to fully determine extent of repairs, structural adequacy, and existing condition of structure. Coordinate with the State project manager to arrange any necessary inspections. e. Load rating reports, if available. f. Soil borings and pile driving record. The Engineer shall submit a 3D model (if applicable) and bridge layout for each structure early in the plan preparation process to obtain approval from the State prior to beginning structural detail designState. 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 shall must include bridge typical sections, structural dimensions, abutment and bent locations, superstructure and substructure types, and any pertinent information from the Bridge Detailing Guide bridge layout checklists. 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. 1. Bridges listed are those shown on the current approved schematic: IH 10 2. The Engineer shall determine the location of each soil boring needed for foundation design in accordance with the Geotechnical Manual. 3. 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 roadway, or waterways, and (2) the optimum bridge structure versus roadway embankment, pavement, soil stabilization, and retaining walls. 4. The Engineer shall design all aesthetics per the San Antonio District Urban Design Themes guidelines.

Bridge Layout. The Engineer shall prepare a bridge layout plan sheet for each bridge and bridge class culvert based on site conditions and as-built plansculvert. 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 conduct preliminary studies as necessary prior to producing the bridge layoutslayout. Preliminary studies shall will include the following: DocuSign Envelope ID: CCC15E4F-025E-45ED-8647-4B6C2DCF3710 1. • Locate utilities. Determine the locations of utilities that affect placement or rehabilitation of bridge superstructure, substructure, or other substructure elements. 2. • Determine extents of right of way. 3. • If necessary, review existing documentation and information for rehabilitation, widening, or replacement of existing structures. Available information may include: a. : o Original plans and shop drawings. b. Survey. c. . o Existing specifications. o Documentation of previous repairs. d. . o Routine Bridge Inspection reportReport. o Inspection reports/condition surveys. Conduct additional inspections as required to fully determine extent of repairs, structural adequacy, and existing condition of structure. Coordinate with the State project manager to arrange any necessary inspections. e. . o Load rating reports, if available. f. . o Soil borings and pile driving record. • The Engineer shall submit a 3D model (if applicable) and each preliminary bridge layout for each structure early in the plan preparation process to obtain approval from the State prior to beginning structural detail designCounty. 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 checklistsSpecifications. Each bridge layout sheet shall must include bridge typical sections, structural dimensions, abutment and bent locations, superstructure and substructure types, and any pertinent information from the Bridge Detailing Guide bridge layout checklists. 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 o Horizontal Curve data o Bearing of alignment o Bridge and Culvert skew angles o Control Stations at the beginning and end of structures o Dimensioned widths of bridge or culvert, roadway, rail, and shoulders o Type and limits of riprap o Location of profile grade line o Direction of flow o North arrow o Roadway functional class o Design Speed o Traffic data o Existing and proposed structure numbers o Cross-slope and superelevation data o Traffic flow directional arrows o Railing type o Bent stations and bearings o Retaining wall locations o Approach pavement crown width o Typical bridge section showing beam type and spacing o Joint and seal type and spacing o Locations of soil borings o Phased construction o Profile View o Profile grade o Vertical curve data o Finished roadway elevation at beginning and end of bridge o Overall structure length o Type and overall length of railing o Existing and proposed ground lines clearly labeled o Profile view grid elevations and stations o Station of structure compatible with grid stations o Applicable standard titles o Type of riprap o Type of foundation; number, size, and length of foundation elements o Length and type of span unit o Bent numbers o Bearing seat elevations o Soil bore data o Fixed or expansion condition at each beam end o Column heights o 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 culvert based on site conditions and as-built plansculverts. 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, and (3) to determine optimum in bridge beams for the direct connectors. The Engineer shall conduct preliminary studies as necessary prior make a determination of whether the existing structure is to producing bridge layouts. Preliminary studies shall include the following: DocuSign Envelope ID: CCC15E4F-025E-45ED-8647-4B6C2DCF3710 1. Locate utilities. Determine the locations of utilities that affect placement be widened or rehabilitation of bridge superstructurereplaced based on project alignment and typical section requirements, substructure, or other elements. 2. Determine extents of right of way. 3. If necessary, review existing documentation and information for rehabilitation. Available information may include: a. Original plans and shop drawings. b. Survey. c. Documentation of previous repairs. d. Inspection report/condition surveys. Conduct additional inspections as required to fully determine extent of repairs, structural adequacyhydraulic analysis, and existing structural assessment. Bridge condition of structure. Coordinate with the State project manager to arrange any necessary inspections. e. Load rating reports, if available. f. Soil borings and pile driving recordsurveys shall be provided by TxDOT. The Engineer shall submit a 3D model (if applicable) and bridge layout for each structure early in the plan preparation process to obtain preliminary approval from the State prior to beginning structural detail designState. 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 shall must include bridge typical sections, structural dimensions, abutment and bent locations, superstructure and substructure types, and any pertinent information from the Bridge Detailing Guide bridge layout checklists. 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. DocuSign Envelope ID: D0894D65-6FF6-4E21-BE5E-BEEA53479086 ▇. Agency Coordination and Public Involvement 1. The Engineer shall assist the State in conducting meetings with various agencies to discuss and review the schematic design (assume 4 meetings). The Engineer shall document and respond to issues related to the schematic design. 2. The Engineer shall assist in conducting two (2) public meetings and one (1) public hearing during the project development process. The Engineer shall prepare schematic exhibits, constraints maps, other necessary exhibits, and assist the State in the presentation. 3. The Engineer shall schedule, participate in mail out, and pay for meeting notices, and facilitate a Meeting with Affected Property Owners (MAPO) located within or near the project’s study area (assume up to 10 MAPOs). 4. The Engineer shall prepare the adjacent property owner list, mail out and pay for meeting notices, notice of public meeting and hearing, draft letters to public officials, prepare, publish and pay for notices to major and local newspapers, reserve, with approval of the State, and pay for public meeting and hearing locations, hire court reporter and law enforcement for public hearing, provide audio and visual rental equipment, provide a Spanish translator, and assist with conducting public meeting and hearing. 5. The Engineer shall compile public comments received and responses to comments during the Agency Meetings, MAPOs, and public meeting into a Summary of Public Meeting and the public hearing into a Public Hearing Summary Report.

Bridge Layout. The Engineer shall prepare a bridge layout plan sheet for each bridge and bridge class culvert based on site conditions and as-built plans. 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 conduct preliminary studies as necessary prior to producing bridge layouts. Preliminary studies shall include the following: DocuSign Envelope ID: CCC15E4F-025E-45ED-86476D01D1D9-4B6C2DCF37106E7F-481D-80FF-D7092F6A0AEE 1. Locate utilities. Determine the locations of utilities that affect placement or rehabilitation of bridge superstructure, substructure, or other elements. 2. Determine extents of right of way. 3. If necessary, review existing documentation and information for rehabilitation. Available information may include: a. Original plans and shop drawings. b. Survey. c. Documentation of previous repairs. d. Inspection report/condition surveys. Conduct additional inspections as required to fully determine extent of repairs, structural adequacy, and existing condition of structure. Coordinate with the State project manager to arrange any necessary inspections. e. Load rating reports, if available. f. Soil borings and pile driving record. The Engineer shall submit a 3D model (if applicable) and bridge layout for each structure early in the plan preparation process to obtain approval from the State prior to beginning structural detail design. 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, AASHTO LRFD Bridge Design Specifications and respective checklists. Each bridge layout sheet shall include bridge typical sections, structural dimensions, abutment and bent locations, superstructure and substructure types, and any pertinent information from the Bridge Detailing Guide bridge layout checklists. 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.