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HomeMy WebLinkAboutCorrespondence PLANNER 1/4/2011 ;, .! , ~L1MBIRD Andrew . . From: Sent: To: Subject: Tina Guard [tguard@bhengineers.com] Tuesday, January 04, 2011 2:25 PM MCEACHERN Clayton; L1MBIRD Andrew RE: Gateway Mall Cabela's: Paving Clayton, Just as a heads-up, the existing section out there is anywhere from 2 )1," - 3" AC over 4" - 6" crushed rock, so at the very least, I believe the Owner intends to match existing conditions. The outer ring road (Le., would be primary fire truck access) has about 4" AC. Thanks for the quick feedback. We really appreciate it. Tina From: MCEACHERN Clayton [mailto:cmceachern@springfield-or.gov] Sent: Tuesday, January 04, 2011 10:32 AM To: UMBIRD Andrew; 'tguard@bhengineers.com' Subject: .RE: Gateway Mall Cabela's: Paving Our only concern is that it will support an 80,ocio Ib load (not a continuous highway load but an occasional, rare fire access under emergency conditions) if used for fire access (which I think most of the mall parking lot is considered). Our standard section is 4" AC over 12" Base course but I don't have any problems with a geotech engineer saying a thinner section is ok, and since this is private construction the emergency access requirement for weight is the only public works concern. From: UMBIRD Andrew Sent: Tuesday, January 04, 2011 9:36 AM To: 'tguard@bhengineers.com' Cc: MCEACHERN Clayton Subject: RE: Gateway Mall Cabela's: Paving Hi Tina, I'll forward this to Clayton in Engineering for his thoughts on the issue. Happy New Year! Andy From: Tina Guard [mailto:tguard@bhengineers.com] Sent: Tuesday, January 04, 2011 9:33 AM To: UMBIRD Andrew Cc: Ryan Nossaman; 'Geoff Larsen' Subject: Gateway Mall Cabela's: Paving Hi Andy, I'm not sure if you're the one to answer this question, but if not, can you point me in the right direction? As usual, I'm looking for a response today because everything on this project is moving super fast. : To save money, the Owner is working with the Geotechnical Engineer to determine the leanest paving section that can be placed without creating a bunch of future maintenance or other problems. My question is whether the City has any DcaE, ~'86eived:_1-1kl/ Planner: AL 1 .j say on this one. My recollection is thl private owner can do whatever they wa~ith their site, relative to paving section, since it is their site and expense, should something go wrong in the future. Please advise. Thank you, in advance, for a speedy response, Tina L. Guard, PE, LEEO'" AP Civil Project Manager Balzhiser & Hubbard Enqineers Mechanical ~ Electrical - Civil ~ Energy - Ughting ~ Surveying. Commissioning - Sustainability 100 Wesl13th Avenue. Eugene. Oregon 97401 (541) 686-8478 fax (541) 345-5303 2 Dat6) i''(eceived:-frJ<?(/ Planner: AL