Laserfiche WebLink
Ia <br /> 3/ inch fraction. Material meeting the requirements of the WSDOT/APWA Standard <br /> Specifications for Gravel Base or Gravel Borrow shall also be deemed acceptable for - <br /> structural fill. A minimum of the top 1.02_0 fooeet of the rough graded earthwork shall be <br /> granular material as defined as Structural Fill in the aforementioned Reports or as <br /> utifitigS <br /> 4. CSR AssociatedRinker shall perform compaction testing on the fill to assure that the <br /> compaction meets the recommendations as described in the GeoEngineers and Shannon <br /> and Wilson Reports. The City reserves the option to have additional compaction tests <br /> done at City expense to verify compliance. <br /> 5. CSR AssociatedRinker shall leave the rough graded sites in a condition such that the site <br /> shall not be damaged by surface runoff if the site overwinters in the rough graded state. <br /> Adequate drainage and erosion control measures shall be provided to prevent damage and <br /> siltation. <br /> 6. Rinker shall provide a rough graded transition access route from Lot 45-A to Lot 45-B. <br /> The access route shall be a minimum of 12 feet in width and its gradient shall not exceed <br /> 5%. The access route shall extend from the existing gate southeast of the existing athletic <br /> fields where it adjoins Lot 45-B and extend to the top of the Lot 45-B fill plateau. <br /> 7. Rinker shall provide a rough graded access road from Sievers-Duecy Boulevard to the <br /> top of the Lot 45-B fill plateau. The access road shall be a minimum of 35 feet in width <br /> and its gradient shall not exceed 12%. This access road shall be routed east of the fence <br /> between Lot 45-A and 45-B and shall follow the alignment shown on Everett Parks and <br /> Recreation's Master Plan. <br /> 8. Rinker shall provide a rough graded access road from Sievers-Duecy Boulevard to the <br /> top of the Lot 45-D fill plateau. The access road shall be a minimum of 35 feet in width <br /> and its gradient shall not exceed 10%. This access road shall follow the alignment shown <br /> on Everett Parks and Recreation's Master Plan. <br /> 9. Lot 45-E shall be prepared prior to transfer by using the wick-drain rapid settlement <br /> method. Drain spacing shall be at approximately 12' or as required to achieve 90% <br /> consolidation on the eastern one-half of the lot and as required to achieve 85% <br /> consolidation on the western half of the 1Lot. Consolidation and preparation of Lot 45-E <br /> shall be done in conformance with the attached specifications, to be dated ????,prepared <br /> by Geo Engineers at Rinkders expense, and as approved by the City Engineer. ed-to <br /> have specs prepared by GeoEngineers> <br /> 2004 Revised Development Agreement 9:.9: .. .•. - _ . ..-":;_•�- ••'•• • • <br /> Files\OLKA18F XO1!.DOC::ODMA'PCDOC 9 •' �': 9 • • !!' <br /> 42 113 <br /> 8/1/20057/18/20057/1'/20056/5/20056/5/20055/3/20054/11/200512/28/2004 448/200-16'21?2004649/20044/5/20048/1-8/2003 <br />