OK for Footing and Foundation Only, MG 11-3-16.  Other grading work outside of the building footprint such as storm drainage
elements and final grading are not approved.  By the developer going forward with the F&F the floor elevation will be set prior to approval of a grading
& drainage plan stamped by a civil engineer that may result in significant increased costs to the developer to resolve site specific challenges to
preparing an approvable site grading & drainage plan.

Correction, MG 11-3-16.

1. The Engineer shall certify that the existing storm drain facility has sufficient capacity and is in sufficient condition for the proposed project. 
DCM 2.2.D, 2.2.D.8, 2.4.B, 2.4.D.6, 2.4.F, 2.7.B.7,  DDG 5.9.1, 5.9.2.

2. The ground immediately adjacent to the foundation shall be sloped away from the building
at a slope of not less than 5 percent for a minimum distance of 10 feet.  Impervious
surfaces within 10 feet of the building foundation shall be sloped a minimum of
2 percent away from the building. IBC 1804.3.

3. The top of cut slopes shall not be made nearer to a site boundary line than one fifth of the vertical height of cut with a minimum of two feet and a
maximum of ten feet.  AMC  23.105.111.2.

4. C6.0, PVC foundation drain pipe is proposed which is known to crack and fail if frozen.  Please propose CPEP or PCMP per 2007  DCM Section 2.7.  Where does this pipe connect to the storm drain facility?

5. Commercial driveways require a 20' long landing area where the driveway intersects with the roadway that must not
exceed a +/- 2% maximum grade.  For semi-tractors or trailers, provide a 30 foot long landing area of +/-2% maximum
grade where the driveway intersects with the roadway.  DCM Appendix 1B, MOA Driveway Standards 12-11-2006.

6. Ref. C4.0; Please match the full width E 64^th Avenue street section from the east property line to the west
property line and construct a new taper within the undeveloped Meadow Street Right-of-Way (include a street section detail). 
In addition provide a storm drain catch basin within the vicinity of the west property line prior to the taper to catch street drainage.

7. PDCIVIL comments may be incomplete pending further submittals.