Laserfiche WebLink
maintenance and defect financial guarantees, provide certification of monumentation <br />and submit one mylar set of corrected plans (as -built) reflecting all minor and design <br />plan changes of the roadway and drainage systems. The Department of Public Works <br />shall specify the number of mylar sets as warranted by the type of improvement. Mylars <br />shall not have any shading or adhesive addition in any areas. If original plans were <br />completed on a CADD system, the developer/contractor shall submit, in addition to <br />mylars, a copy of the CADD drawing files in .DWG format. <br />L. Final Maintenance Inspection: 30 days prior to the end of the maintenance period. Prior <br />to release of the maintenance guarantee, there shall be successful completion of the <br />maintenance period as described in KCC 12.01.150, repair of any failed facilities and the <br />payment of any outstanding fees. <br />M. Quality Control: Contractor shall retain the services of an independent testing agency to <br />perform quality control/quality assurance (QC/QA). Inspection reports and testing <br />results shall be submitted to the Department of Public Works before close of the next <br />working day. <br />(Ord. 2015-010. 2015) <br />12.09.030 Penalties for Failure to Notify for Development Inspection. <br />Timely notification by the developer as noted is essential for the County to verify through inspection <br />that the work meets the standard. Failure to notify in time may oblige the County to arrange <br />appropriate sampling and testing after -the -fact, with certification, either by a qualified private <br />engineer or by County personnel. Costs of such testing and certification shall be the responsibility of <br />the developer. If the County Engineer requires further sampling, testing or certification, further work <br />on the development may be prohibited or limited until all directed tests have been completed and <br />corrections made to the satisfaction of the County Engineer. If necessary the County may take further <br />legal actions. (Ord. 2015-010, 2015) <br />12.09.040 Embankment Construction Control in Developments. <br />The provisions of Section 2-03 (Roadway Excavation and Embankment) of the WSDOT Standard <br />Specifications apply in all respects to development construction unless otherwise instructed by the <br />County Engineer. The following elements are cited for clarification and emphasis: <br />A. Embankment and Cut -Section Compaction: Compaction of all fill subgrade and the top <br />six inches of cut native subgrade shall meet a minimum 95% of maximum density in <br />accordance with WSDOT Standard Specifications Section 2-03.3(14) C (Compacting <br />Earth Embankment) - Method B. <br />B. Testing for Density: <br />1. Prior to placing any surfacing material on the roadway, it will be the <br />responsibility of the developer or contractor to provide density test reports <br />certified by a civil engineer licensed in the State of Washington. Optimum <br />moisture content and maximum density shall be determined by methods <br />cited in Section 2-03.3(14)D (Compaction and Moisture Control Tests) of <br />WSDOT Standard Specifications or by other tests approved by the County <br />Engineer. In fill sections a minimum of one test shall be taken every 1,000 <br />cubic yards or fraction thereof and on each lift of embankment. In cut <br />sections the interval shall be every 100 feet of roadway. For work to be <br />