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CITY OF EVERETT <br /> CHAPLAIN BRIDGE INSTALLATION DETAILS,SPECIFICATIONS,AND REQUIREMENTS <br /> Submittals shall be sent to: <br /> Roots Forestry Consulting,LLC <br /> Attn.:Travis J.Miranda <br /> 16102 4th Ave NW Arlington,WA 98223 <br /> 360-631-7606 <br /> TMiranda@everettwa.gov <br /> Reports and plans will be accepted or rejected within 30 working days of receipt.Delays in work <br /> because of the possibility of rejection,revision,and resubmittal of documents are deemed a risk of <br /> the Purchaser and shall not be the basis for claims of additional compensation.Within 15 working <br /> days of final acceptance,Purchaser shall submit two complete sets of finalized plans to <br /> the Project Engineer(Gael Fisk)and one to the Contract Administrator(Travis Miranda).Any <br /> omissions to the plans shall be the responsibility of the Purchaser to correct and resubmit a <br /> finalized set of plans. <br /> 1.6 Structure Acceptance <br /> The City's engineer,or designee,will inspect the structure after it has been fabricated and <br /> delivered in accordance with the specifications contained herein and after all required <br /> certifications have been furnished. <br /> 2.0 APPLICABLE CODES AND STANDARDS <br /> 2.1 Governing Specifications <br /> Bridge(s)shall be designed in compliance with the LRFD Bridge Design Specifications,latest <br /> edition,by AASHTO. Calculations shall be in accordance with this document,and formulas shall <br /> reference the appropriate sections. <br /> 2.2 Other Reference Codes,Specifications and Standards <br /> AISC,Steel Construction Manual,Latest Edition <br /> American Welding Society,Structural Welding Code,D1.5,Latest Edition <br /> ASCE/SEI 7 Min.Design Loads for Buildings and Other Structures,Latest Ed. <br /> National Design Specification for Wood Construction,ANSI NDS-Latest Edition <br /> 3.0 BRIDGE GEOMETRY <br /> 3.1 Span Length <br /> 3.1.1 The bridge span shall be configured so as to provide a clear span dimension from the <br /> inside face to inside face of sill of 35'-0"(straight line dimension). The bridge <br /> manufacturer shall determine final out-to-out of the bridge span.See attached <br /> construction site plans and sections for general layout of bridge deck and dimensions. <br /> 3.2 Width <br /> 3.2.1 The bridge width shall be 14'-0"and shall be as measured from the inside face to inside <br /> face of rail. <br />