SAMPT has reviewed your subject letter dated March 15, 2014 and has the following comments:

1.	Consider revising the cross section of soil improvement layers, by specifying a single well graded granular fill layer of 400 mm depth, with stone sizes of preferably 50-200mm size, instead of two layers of granular fill.
2.	Include in the shop drawings, a blow-up section showing details of Asphalt Paving, required thickness, class of Binder and Wearing courses along with the soil improvement layer.
3.	Drawing no. KA-714498 Sht.004 Rev.00 showing road sections, details and other miscellaneous details shall also be included with the submittal.
4.	Provide a comments tracking sheet showing that all comments for CSD have been incorporated.

Should you have any questions, please contact Sohail Moughal, Project Engineer on Tel.  No. +966 12 422 4570.
