Common use of Bridge Design Clause in Contracts

Bridge Design. 1. BRIDGE LAYOUT The Engineer shall prepare the bridge layout plan sheet. The Engineer shall determine the location of each soil boring needed for foundation design in accordance with the Geotechnical Manual. 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 Load and Resistance Factor Design (LRFD) Bridge Design Manual, Bridge Project Development Manual, Bridge Detailing Manual, 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 existing and proposed headwater (HW) elevations for the 1% AEP and the design frequency shall be included in the profile view. 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 Design. 1. BRIDGE LAYOUT The Engineer shall prepare the bridge layout plan sheet. The Engineer shall determine the location of each soil boring needed for foundation design in accordance with the Geotechnical Manual. 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 Load and Resistance Factor Design (LRFD) Bridge Design Manual, Bridge Project Development Manual, Bridge Detailing Manual, 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 existing and proposed headwater (HW) elevations for the 1% AEP and the design frequency shall be included in the profile view. The Engineer shall DocuSign Envelope ID: 2136EF24-41E3-476A-9DE8-B6DB65099AD1 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 Design. 1. BRIDGE LAYOUT The Engineer shall prepare the bridge layout plan sheet. The Engineer shall determine the location of each soil boring needed for foundation design in accordance with the Geotechnical Manual. 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 Load and Resistance Factor Design (LRFD) Bridge Design Manual, Bridge Project Development Manual, Bridge Detailing Manual, 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 existing and proposed headwater (HW) elevations for the 1% AEP and the design frequency shall be included in the profile view. The Engineer shall DocuSign Envelope ID: DB60124E-7585-4844-AF91-B8FDD08F857C 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 Design. 1. BRIDGE LAYOUT The Engineer shall prepare the bridge layout plan sheet. The Engineer shall determine the location of each soil boring needed for foundation design in accordance with the Geotechnical Manual. 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 Load and Resistance Factor Design (LRFD) Bridge Design Manual, Bridge Project Development Manual, Bridge Detailing Manual, 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 existing and proposed headwater (HW) elevations for the 1% AEP and the design frequency shall be included in the profile view. The Engineer shall DocuSign Envelope ID: 892480A0-816A-4F72-BEA4-A48D7E8902E6 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 Design. 1. BRIDGE LAYOUT The Engineer shall prepare the bridge layout plan sheet. The Engineer shall determine the location of each soil boring needed for foundation design in accordance with the Geotechnical Manual. 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 Load and Resistance Factor Design (LRFD) Bridge Design Manual, Bridge Project Development Manual, Bridge Detailing Manual, 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 existing and proposed headwater (HW) elevations for the 1% AEP and the design frequency shall be included in the profile view. The Engineer shall DocuSign Envelope ID: 5410F844-7202-4C91-B48D-AEAE41F0DC79 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.