JT75C - 200 E. 1ST AMERICAN WAY - Laserfiche WebLink

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28. Any material collected shall be donated to a local institution, which has the proper facilities for curation, display and use by interested parties. The discovery shall be described in a report, which receives sufficient distribution to insure its availability to future researchers. 29. Prior to the issuance of a grading permit, the applicant shall submit for review and approval a surface drainage/grading plan/erosion control plan, prepared by registered Civil Engineer, showing the direction and means of flow to adjacent streets. The plan is to include existing and proposed elevations at and adjacent to all property lines. Drainage routed to the street must be directed beneath the sidewalk and through the curb. 30. All design recommendations identified in the geotechnical investigation prepared by T.E.L.A., April 2003 shall be incorporated into design plans and implemented during construction. 31. Prior to grading, existing vegetation, trash, surface structures and debris shall be removed and disposed off-site at a legal dumpsite. Any existing utility lines, or other subsurface structures, which are not to be utilized should be removed, destroyed, or abandoned in compliance with current governmental regulations and concurrence from T.E.L.A. 32. Subsequent to clean up operations and prior to initial grading, a reasonable search should be made for subsurface obstructions and/or possible loose fill or detrimental soil types. This search should be conducted by the contractor, with advice from and under the observation of a representative of T.E.L.A. 33. Prior to the placement of fill or foundations within the building area, the site should be prepared in accordance with the recommendations presented in the Site Preparation Section of the Geotechnical Investigation Report prepared by T.E.L.A. in April of 2003. Fill should be spread in 6 to 8 inch lifts and should be moisture conditioned and compacted in accordance with the recommendations presented in the Site Preparation section. All undocumented fill or disturbed soils within the building areas should be removed and compacted under observation and testing of a representative of T. E. L.A. 34. The exposed subgrade and/or excavation bottom should be observed and approved by a representative of T.E.L.A. for conformance with the intent of the recommendations presented in the geotechnical report and prior to any further processing or fill placement. 35. On-site inorganic granular soils that are free of debris or contamination are considered suitable for placement as compacted fill. A representative of Exhibit "C" Pa~e 4 of9 7oC-330