Approved, MG 1-19-17.

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, 12-6-16.

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. Resolved, MG 12-6-16.



2. ADVISORY NOTE: 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. ADVISORY NOTE: 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. 
In addition, Ref. C5.1, Section B, What is the slope ratio at the
north property line? MG 12-6-16.

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? Resolved, MG 12-6-16.

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. Resolved, MG 12-6-16.

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.  Generally Resolved, See Comment No. 8, MG 12-6-16.


7. PDCIVIL comments may be incomplete pending further submittals.

8. Ref. C6.0, Section 5, New Road Pavement; Please show the
minimum percent slope of the AC Pavement surface towards the Type 2 Curb.  Please show the structural section extended under the Type 2 Curb.  Please show
geotextile at the bottom of fill once the organics have been removed that wraps
up vertically at the back of the Type 2 Curb.  MG, 12-6-16. Resolved, MG 1-19-17.

9. Ref. C4.0 & C7.0; The proposed storm drain connection path utilizes shallow (less than 4’ cover
over pipes) catch basin structures and insulation.  The MOA preferred path utilizes Type 1 storm
drain structures with a minimum of 4’ of cover when practicable.  The existing SDMH #1 within the East 64^th
ROW appears to be the preferred storm drain connection point in conjunction
with CB#1 being revised to a Type 1 CBMH that would facilitate storm drain
pipes with a minimum of 4’ of cover.  A manhole shall be installed at
major junctions places where there are changes in vertical or horizontal
alignment, and at locations where there are changes in pipe size or shape.  2007 DCM 2.7.D.1.  Please revise and resubmit, MG 12-6-16. Resolved, MG 1-19-17.



10. ADVISORY NOTE: No CCO/CO/Permit Close-out until all driveways, traffic ways and drainage elements of the approved plans have
been verified to have been completed.  Please provide a minimum of 24 hours advanced notice for inspection by
contacting:  Marc Guzik at 343-8115 prior to issuance of the CO.