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2023 Docket Enabling Ordinance
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12. December
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2023-12-19 10:00 AM - Commissioners' Agenda
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2023 Docket Enabling Ordinance
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Last modified
12/14/2023 12:18:03 PM
Creation date
12/14/2023 12:16:18 PM
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Meeting
Date
12/19/2023
Meeting title
Commissioners' Agenda
Location
Commissioners' Auditorium
Address
205 West 5th Room 109 - Ellensburg
Meeting type
Regular
Meeting document type
Supporting documentation
Supplemental fields
Item
Request to Approve an Ordinance for the 2023 Annual Docket Amendments to Kittitas County Code and Comprehensive Plan
Order
12
Placement
Consent Agenda
Row ID
112272
Type
Ordinance
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2023 Docket Enabling Ordinance December 19, 2023 <br />Page 109 <br /> <br /> <br />H. All box culverts and bridges shall have the year of construction permanently indentured <br />on the downstream headwall face in legible numbers. The numbers shall be 3" high by 1- <br />1/2" wide by approximately 3/8" deep in the headwall face. <br />I. All bridge and major drainage structure designs must comply with WSDOT load rating <br />requirements and be stamped, signed, and dated by a registered professional structural <br />engineer. <br />J. All box culvert, pipe arch, structural plate culverts and bridge designs shall be done by a <br />registered professional structural engineer licensed in the state of Washington. The <br />complete design of the structure shall be submitted to the County Engineer for approval. <br />K. Any public or private structure defined as a bridge per WSDOT shall require the applicant <br />(and engineer) to submit a load rating analysis and scour analysis. All public structures <br />require completion and submittal of applicable WSDOT forms. <br />L. Foundation designs shall be based upon the recommendations of a qualified <br />geotechnical engineer and shall include a scour analysis for the protection of existing <br />streambed and footing elevations. These recommendations shall be documented in the <br />geotechnical report. <br />M. A new structure shall not create a backwater elevation rise of more than one foot. The <br />bottom of the superstructure of bridges shall be a minimum of three feet above the one- <br />hundred-year flood elevation. <br />N. Vehicular railing shall comply with AASHTO crash tested rail or approved crash tested <br />rail. <br />O. Pedestrian railing shall comply with AASHTO Standard Specifications for Highway <br />Bridges. <br />P. Bridge and major drainage structure waterway opening designs shall conform to the <br />parameters of the applicable WSDOT design manual, AASHTO design guidelines, and the <br />guidelines and regulations of any agency, such as the Washington Department of Fish <br />and Wildlife and Army Corps of Engineers.
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