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<br />JULY 26, 2004 <br />PAGE 2 OF 3 <br /> <br />6. <br /> <br />7. <br /> <br />8. <br /> <br />9. <br /> <br />10. <br /> <br />11. <br /> <br />12. <br /> <br />13. <br /> <br />14. <br /> <br />15. <br /> <br />Streets surrounding the proj ect site should be cleaned at the <br />end of each day of construction. <br /> <br />All materials transported off-site shall either be sufficiently <br />watered or securely covered to prevent excessive amounts of <br />dust. <br /> <br />The amount of area disturbed by clearing <br />activities shall be minimized at all times. <br /> <br />and <br /> <br />earthwork <br /> <br />To the extent feasible, <br />good condi t ion and in <br />specifications. <br /> <br />equipment engines shall be maintained in <br />proper tune according to manufacturer's <br /> <br />To the extent feasible, gasoline powered equipment shall be used <br />for on-site and off-site construction activities. <br /> <br />Prior to issuance of grading permit, the applicant shall submit <br />for review and approval a surface drainage/grading/erosion <br />control plan prepared by a registered Civil Engineer, showing <br />the direction and means of flow to the adj acent street. The <br />plan is to include existing and proposed elevations adjacent to <br />all property lines. Drainage routed to the street must be <br />directed beneath the sidewalk and through the curb. <br /> <br />The geotechnical recommendations identified in the preliminary <br />Soil and Foundation Report prepared by H&T Soils testing, <br />February 2004, shall be incorporated into plans and <br />specifications. <br /> <br />Prior to issuance of a grading permit, the project applicant <br />shall submit a final surface water runoff evaluation for review <br />and methods of draining the site without exceeding the capacity <br />of any street or adjacent storm drain facility. <br /> <br />Prior to <br />shall be <br />systems. <br /> <br />the issuance of building permits, the project applicant <br />responsible for the construction of on-site storm drain <br /> <br />The proposed proj ect is subj ect to Drainage Area I Assessment <br />Fee. <br /> <br />758-29 <br />