SAPMT has reviewed the subject submittal dated December 24, 2013 and has no objection with the following comments:

1.	With reference to SAPMT letter no. K&TPD/KRP&SFPD/SF/L-385/13 dated December 22, 2013, your response to our item No 3 is acceptable only if the rate and time  of percolation depend on the volume of runoff calculated from the top of the ditch and not from the side walls.
2.	The details of expansion joints and treatments, on the blind side and on the front side of the ditch shall be submitted separately for SAPMT approval alongwith sealant and backing materials to be used.
3.	To expedite the approval process, IFC which is exactly related to the shop drawings shall be submitted alongwith the submittal and others can be referenced.
4.	The quality of attached printouts of drawings shall be improved and will be rejected in future if information is not legible.
Should you have any questions, please contact Fahad A. Al-Balawi, Sr. Project Engineer on Tel.  No. +966 12 422 4393.
