Density Tests will be made at points approximately 1 foot below the fill slope surface on the basis of one test for each 1,000 square feet of slope surface but not less than one test for each 10 feet vertical of slope height.

All storm drain work is to be done under the supervisory control of the Grading Engineer. Weekly Status Reports shall be submitted by the Supervising Grading Engineer to the City Inspector.

Contours shown represent original ground. Intervals shown shall be appropriate for plans, however, no interval shall be greater than 2 feet.

Expected date for start of grading ___ Expected date for completion of grading ___

The undersigned Civil Engineer certifies this grading work will be supervised in accordance with Section 7014 entitle "Engineering Grading", of the City Building Code.

Name RCE #

Expiration Date

The Soils Engineer must approve all grading including the stability of any slopes created, existing or remaining.

Comply with all requirements of the Soils Report dated _____ by _____.

The Private Engineer signing these plans is responsible for assuring the accuracy and acceptability of the work hereon. In the event of discrepancies arising during construction, the Private Engineer shall be responsible for determining an acceptable solution and revising the plans for review and approval by the City.

This Grading Plan has been reviewed, and conforms to recommendations by: