HomeMy WebLinkAboutRe_ NE 38th SP SD Change #3 CAUTION: This email originated from outside the City of Renton. Do not click links, reply or open attachments unless you know the content is safe.
Yes, we would just oversize the footing drain to 6" for the tiered wall and drain to the proposed CB to the north. See sketch below.
On Monday, August 7, 2023 at 12:50:49 PM PDT, Huy Huynh <hhuynh@rentonwa.gov> wrote:
Hello Steve,
Please send me a quick sketch of your proposal.
Are you referring to the footing drain for the wall?
Huy Huynh | Civil Engineer II
City of Renton | CED | Development Engineering Division
1055 S Grady Way | 6th Floor | Renton, WA 98057
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(425) 430 -7384 | HHuynh@rentonwa.gov
From: Steven <steve@pellc.org>
Sent: Monday, August 7, 2023 12:18 PM
To: Patrick Decaro <PDecaro@Rentonwa.gov>; Navdeep Gill <navdeepgill@msn.com>; Joseph Tilson <rockytopearthworkllc.jt@gmail.com>; Huy Huynh <HHuynh@rentonwa.gov>
Subject: Re: NE 38th SP SD Change #3
CAUTION: This email originated from outside the City of Renton. Do not click links, reply or open attachments unless you know the content is safe.
Huy,
You are correct. The upper runoff from upstream of that wall area is included within the vault calculations. We could take the wall drainage pipe and route that area within the perforated
wall pipe into a 6" PVC and connect to the internal street storm. This would keep the calculations consistent in the TIR and the vault orifices/sizing can be maintained. Let me know
if this is acceptable.
Thank you,
Steven Lee
206.501.5708
On Friday, August 4, 2023 at 02:37:24 PM PDT, Huy Huynh <hhuynh@rentonwa.gov <mailto:hhuynh@rentonwa.gov> > wrote:
Hello Steve and Navdeep,
The proposed change along Lincoln seems reasonable as the TIR does not mention anything related to having the other vault as bypass for the runoff from Lincoln.
The changes to the French drain; however, we would need an addendum to the TIR showing the calculation of the vault without the runoff from Carpenter short plat and how does it affect
the orifice size
Huy Huynh | Civil Engineer II
City of Renton | CED | Development Engineering Division
1055 S Grady Way | 6th Floor | Renton, WA 98057
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(425) 430 -7384 | HHuynh@rentonwa.gov <mailto:HHuynh@rentonwa.gov>
From: Steven <steve@pellc.org <mailto:steve@pellc.org> >
Sent: Tuesday, August 1, 2023 8:44 AM
To: Huy Huynh <HHuynh@rentonwa.gov <mailto:HHuynh@rentonwa.gov> >; Patrick Decaro <PDecaro@Rentonwa.gov <mailto:PDecaro@Rentonwa.gov> >; Navdeep Gill <navdeepgill@msn.com <mailto:navdeepgill@msn.com>
>; Joseph Tilson <rockytopearthworkllc.jt@gmail.com <mailto:rockytopearthworkllc.jt@gmail.com> >
Subject: Re: NE 38th SP SD Change #3
CAUTION: This email originated from outside the City of Renton. Do not click links, reply or open attachments unless you know the content is safe.
I did catch an error. The slope of the proposed pipe is 3.78%.
Thanks,
Steve
206.501.5708
On Tuesday, August 1, 2023 at 08:34:48 AM PDT, Steven <steve@pellc.org <mailto:steve@pellc.org> > wrote:
Morning Huy,
Attached is a request for a slight change to CB Lincoln-1. Just moving it uphill approximately 11' up the hill and so we can have a direct 90 degree into the correct 18" and not into
the other plat drainage structure to the east requested in the last change (which was incorrect). This maintains the same basin drainage and does not overload a predesigned vault to
the east on the wrong CB requested from Navdeep's team request previously.
Thanks,
Steve
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