Email_Q&A-_CES_Rock_Pave-Q5092.pdf

Salinas, Giselle R SSgt USAF (USA)

From: Salinas, Giselle R SSgt USAF (USA) Sent: Wednesday, August 14, 2019 1:39 PM To: 'Debby Fox'; 'Jeremy Garner-ATL'; 'Dan McOmber';

'randy.jackovich@cmtlaboratories.com'; 'tyler@archgov.com'; 'nate@archgov.com';

'tyler@davescoaz.com'; 'Curt Easton'; 'estimating@standardaz.com'; 'kross@dcr-services.com'; 'chendon@mpenviro.com'; 'kenny@millsdesigngroup.com'

Cc: Hreshchyshyn, Adrian V SMSgt USAF NG AZANG (USA); Amavisca, Simon A Jr Maj USAF 161 ARW (USA); Forte, James V TSgt USAF 161 ARW (USA); Jacobson, John M

AMN USAF (USA)

Subject: Goldwater ANG Base ROCK & PAVE Requirement- W912L219Q5092 Attachments: Grade Drain Plan- Rock&Pave.pdf; Layout- Rock&Pave.pdf

All, Good afternoon!

Over the past few days, I have received quite a few questions, comments, and concerns regarding the above listed requirement. Thank you for your patience while awaiting our response.

The most common issue that was raised in this correspondence was the lack of specificity pertaining to the required thickness of the asphalt. After consulting with our folks over in CE, I was informed that “it calls out 4in AC, on 9in ABC over compacted subgrade.” Please reference the typical pavement section, contained within the plans that I have attached to this email.

Please be advised that I will also post this information to FBO, by the end of today. Lastly, it has been brought to my attention that my voicemail is routed to a different person. Please disregard this and feel free to call me with any further inquiries.

Thank you, all.

Giselle R. Salinas, SSgt Goldwater ANG Base Contract Specialist

(602) 302‐9583