X hits on this document

935 views

0 shares

0 downloads

0 comments

308 / 324

Tract B ofthe Villa Alegre Development

9.7

Frequency of Testing

Earthwork should be tested periodically to confirm the fill is compacted to the criteria presented in this report. Prior to placing fill, the natural ground should be moisture conditioned, compacted, and tested to confirm it is properly compacted. Fill should be placed in maximum eight-inch thick loose lifts, but in no case thicker than can be compacted with the equipment being utilized. Fill should be moisture conditioned and compacted as detailed in this report. Fill areas should be tested at maximum one-foot vertical intervals. If fill areas are worked at different times, each

individual be tested.

area should be tested. Following finish grading, Following foundation excavation, the footing

the final surface should excavations should be

tested.

Utility

trench

backfill

should

be

tested

as

necessary.

10.0 SITE GRADING AND DRAINAGE

The site soils are slightly to moderately collapsible if allowed to increase in moisture content. To reduce the risk of structure settlement, the site should be graded to rapidly drain away from structures. Site grading and drainage should conform to Section R40 1.3 of the 2006 International Building Code. Splash blocks should be utilized below down spouts and canales.

If ponding areas are required, they should be located as far away from structures as possible, a minimum of ten feet. If this criteria cannot be met, this

office should be contacted for supplemental recommendations. . V & A Project No.: 09-1-102

14

Document info
Document views935
Page views935
Page last viewedSun Dec 11 00:49:43 UTC 2016
Pages324
Paragraphs11037
Words86316

Comments