EFTA02605370.pdf
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From: jeffrey E. <[email protected]>
Sent: Thursday, August 16, 2018 12:48 PM
To: Kyle reavis
Subject: Re:
last on our priorty list
On Thu, Aug 16, 2018 at 8:29 AM, Kyle rea=is <mailto wrote:
Mr Epstein,
Helicopter Pad will =e 97 Yards (100' x 4"). That would be on a level grade and =e can get back-fill from GSJ and
compact ourselves. I think we shoul= look into pour breaks to prevent EB from getting overwhelmed trying to po=r 100
yards in one day. If their are any issues with Barges on pour-=ay we will have non-structural pour breaks that will result
in major crack=ng. Maybe do (3) 34 yard pours on separate days. To join the s=parate sections you just need 2' pieces
of #4 rebar core drilled and e=oxied into the joints. That will produce a clean structural joint.
Very Respectfully,
Kyle Reavis</=iv>
On Thu,=Aug 16, 2018 at 5:14 AM, jeffrey E. <[email protected]> wrote:
kyle please =etail for me your concrete calculation for heli area thx. , =AO I want the sundial completed
by tues, . jules should be wrk=ng pebble beach rip rap. . , as i wil be with new archtects on=the eve of 25th dock pour
MUST be done by them. .1 want = delivery date on the rebuiilt generator parts , having =o backup is a problem. .
lets look at adding a bra=d new 150k generator as the 2 big ones are oversized. I =ant a schedule of the bathroom
complettions. for the cabanas. =hx.
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EFTA02605370
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EFTA_R1_01795787
EFTA02605371
ℹ️ Document Details
SHA-256
3cda9db108073a08fab2208c4ce71755c3f5af9afd37be5e1b54d9785094562c
Bates Number
EFTA02605370
Dataset
DataSet-11
Type
document
Pages
2
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