Common use of Proposed Improvements Clause in Contracts

Proposed Improvements. a. Structure Type: Assume a minimum of 3 alternatives (i.e. no build, prefabricated, concrete/steel). Costs for the “preferred alternative” shall be compared with other alternatives investigated. The cost for the “preferred alternative” shall be prepared using a ‘Bridge General Plan Estimate’ form described in the California Department of Transportation (CALTRANS) Bridge Design Manuals. Rendering or exhibit shall be prepared for each alternative; b. Aesthetics: Aesthetic criteria as may be dictated by COUNTY shall be implemented. Aesthetics shall be identified in the BTSR; c. Existing and proposed utility facilities Installations & Relocations: d. The BTSR shall identify utilities that could be impacted by the Bridge and its approaches. Utility facilities proposed to be installed as provided by COUNTY, or utility companies, shall be discussed as to the feasibility of being included in the Bridge; COUNTY will provide utility coordination with agencies. e. Hydraulics Analysis: Based on hydrology information provided, evaluate hydraulics capacity of the bridge and design for appropriate freeboard to meet current County standards. f. Discussion of hydraulics, sedimentation, scour, conclusions and recommendations, and references. g. Constructability: Constructability of the Bridge crossing shall be evaluated. Issues to address include: access to the site for heavy equipment; traffic and road detouring issues and concerns; construction phasing and sequential demolition; and minimizing work in the creek as required from the environmental permits; Include sensitivity of site and impacts to community for any potential road closures. h. Right-of-way: Determine any right-of-way requirements for bridge footprint, including temporary construction easements, and potential staging areas. At a minimum for Silverado Canyon Road Bridge over Xxxxxxxx Creek (55C-0172), A-E shall support right-of-way efforts by preparing exhibits for coordination purposes with County Real Estate and Survey departments.

Proposed Improvements. a. Structure Type: Assume a minimum of 3 alternatives (i.e. no build, prefabricated, concrete/steel). Costs for the “preferred alternative” shall be compared with other alternatives investigated. The cost for the “preferred alternative” shall be prepared using a ‘Bridge General Plan Estimate’ form described in the California Department of Transportation (CALTRANS) Bridge Design Manuals. Rendering or exhibit shall be prepared for each alternative; b. Aesthetics: Aesthetic criteria as may be dictated by COUNTY shall be implemented. Aesthetics shall be identified in the BTSR; c. Existing and proposed utility facilities Installations & Relocations: d. The BTSR shall identify utilities that could be impacted by the Bridge and its approaches. Utility facilities proposed to be installed as provided by COUNTY, or utility companies, shall be discussed as to the feasibility of being included in the Bridge; COUNTY will provide utility coordination with agencies. e. Hydraulics Analysis: Based on hydrology information provided, evaluate hydraulics capacity of the bridge and design for appropriate freeboard to meet current County standards.. DocuSign Envelope ID: 1535395A-F40E-43D3-8750-630750041B2F f. Discussion of hydraulics, sedimentation, scour, conclusions and recommendations, and references. g. Constructability: Constructability of the Bridge crossing shall be evaluated. Issues to address include: access to the site for heavy equipment; traffic and road detouring issues and concerns; construction phasing and sequential demolition; and minimizing work in the creek as required from the environmental permits; Include sensitivity of site and impacts to community for any potential road closures. h. Right-of-way: Determine any right-of-way requirements for bridge footprint, including temporary construction easements, and potential staging areas. At a minimum for Silverado Canyon Road Bridge over Xxxxxxxx Creek (55C-0172), A-E shall support right-of-way efforts by preparing exhibits for coordination purposes with County Real Estate and Survey departments.

Proposed Improvements. a. Structure Type: Assume a minimum of 3 alternatives (i.e. no build, prefabricated, concrete/steel). Costs for the “preferred alternative” shall be compared with other alternatives investigated. The cost for the “preferred alternative” shall be prepared using a ‘Bridge General Plan Estimate’ form described in the California Department of Transportation (CALTRANS) Bridge Design Manuals. Rendering or exhibit shall be prepared for each alternative; b. Aesthetics: Aesthetic criteria as may be dictated by COUNTY shall be implemented. Aesthetics shall be identified in the BTSR; c. Existing and proposed utility facilities Installations & Relocations: d. The BTSR shall identify utilities that could be impacted by the Bridge and its approaches. Utility facilities proposed to be installed as provided by COUNTY, or utility companies, shall be discussed as to the feasibility of being included in the Bridge; COUNTY will provide utility coordination with agencies. e. Hydraulics Analysis: Based on hydrology information provided, evaluate hydraulics capacity of the bridge and design for appropriate freeboard to meet current County standards.. DocuSign Envelope ID: C9D22EE7-C30C-4990-A8FE-82CB589D74A3 f. Discussion of hydraulics, sedimentation, scour, conclusions and recommendations, and references. g. Constructability: Constructability of the Bridge crossing shall be evaluated. Issues to address include: access to the site for heavy equipment; traffic and road detouring issues and concerns; construction phasing and sequential demolition; and minimizing work in the creek as required from the environmental permits; Include sensitivity of site and impacts to community for any potential road closures. h. Right-of-way: Determine any right-of-way requirements for bridge footprint, including temporary construction easements, and potential staging areas. At a minimum for Silverado Canyon Road Bridge over Xxxxxxxx Creek (55C-0172), A-E shall support right-of-way efforts by preparing exhibits for coordination purposes with County Real Estate and Survey departments.

Proposed Improvements. a. Structure Type: Assume a minimum of 3 alternatives (i.e. no build, prefabricated, concrete/steel). Costs for the “preferred alternative” shall be compared with other alternatives investigated. The cost for the “preferred alternative” shall be prepared using a ‘Bridge General Plan Estimate’ form described in the California Department of Transportation (CALTRANS) Bridge Design Manuals. Rendering or exhibit shall be prepared for each alternative; b. Aesthetics: Aesthetic criteria as may be dictated by COUNTY shall be implemented. Aesthetics shall be identified in the BTSR; c. Existing and proposed utility facilities Installations & Relocations: d. The BTSR shall identify utilities that could be impacted by the Bridge and its approaches. Utility facilities proposed to be installed as provided by COUNTY, or utility companies, shall be discussed as to the feasibility of being included in the Bridge; COUNTY will provide utility coordination with agencies. e. Hydraulics Analysis: Based on hydrology information provided, evaluate hydraulics capacity of the bridge and design for appropriate freeboard to meet current County standards.. DocuSign Envelope ID: 1535395A-F40E-43D3-8750-630750041B2F f. Discussion of hydraulics, sedimentation, scour, conclusions and recommendations, and references. g. Constructability: Constructability of the Bridge crossing shall be evaluated. Issues to address include: access to the site for heavy equipment; traffic and road detouring issues and concerns; construction phasing and sequential demolition; and minimizing work in the creek as required from the environmental permits; Include sensitivity of site and impacts to community for any potential road closures. h. Right-of-way: Determine any right-of-way requirements for bridge footprint, including temporary construction easements, and potential staging areas. At a minimum for Silverado Modjeska Canyon Road Bridge over Xxxxxxxx Creek (55C-0172), A-E shall support right-of-way efforts by preparing exhibits for coordination purposes with County Real Estate and Survey departments.