HomeMy WebLinkAboutRE_ Haevin Ridge Revise storm location 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.
Hi all.
This is in response to the conflict between the storm line and the proposed sewer MH. I have attached a preliminary sketch for your approval or comments regarding the location of the
Storm line. The reason for moving the storm to the west of the new MH was to eliminate putting CBs in the traveled lane of 116TH Ave se. The storm line between new CB’s “B” and “C”
is 3’ west from the edge of the 48” sewer MH. If you have any questions or clarifications please let me know.
Thank you for your time
Dan Touma 206-304-3567
From: Lakh Sandhu <lakh.sandhu@gmail.com>
Sent: Monday, May 17, 2021 2:21 PM
To: Dan Touma <dan@4sitesurveying.com>
Subject: Re: Haevin Ridge Revise storm location
Here's the contacts for soos creek:
Darren Butler - dbutler@sooscreek.com <mailto:dbutler@sooscreek.com>
Tom Marshall - Tom.marshall@bhcconsultants.com <mailto:Tom.marshall@bhcconsultants.com>
Sirena - SClark@sooscreek.com <mailto:SClark@sooscreek.com>
Thanks!
On Mon, May 17, 2021 at 2:02 PM Dan Touma <dan@4sitesurveying.com <mailto:dan@4sitesurveying.com> > wrote:
Lakh
Please take a look at this so that we can chat
Dan
From: Lakh Sandhu <lakh.sandhu@gmail.com <mailto:lakh.sandhu@gmail.com> >
Sent: Saturday, November 21, 2020 2:57 PM
To: Dan Touma <dan@4sitesurveying.com <mailto:dan@4sitesurveying.com> >
Subject: Fwd: Haevin Ridge
---------- Forwarded message ---------
From: Dan Kosnik <Dan@kosnik.com <mailto:Dan@kosnik.com> >
Date: Thu, Nov 19, 2020 at 10:06 AM
Subject: RE: Haevin Ridge
To: mark@plogengineering.com <mailto:mark@plogengineering.com> <mark@plogengineering.com <mailto:mark@plogengineering.com> >
CC: Kevin Singh <ksingh@signaturegci.com <mailto:ksingh@signaturegci.com> >, Lakh Sandhu <lakh.sandhu@gmail.com <mailto:lakh.sandhu@gmail.com> >
Mark,
Attached are our vault structural drawings and calculations for the permit submittal. Please let me know if anything more is needed from me for the submittal.
Dan Kosnik, SE
Site Structures / Kosnik Engineering, PC
10505 19TH AVE SE, Suite B | EVERETT | WA | 98208
Office: 425-357-9600 Cell: 425-210-0352
From: mark@plogengineering.com <mailto:mark@plogengineering.com> [mailto:mark@plogengineering.com <mailto:mark@plogengineering.com> ]
Sent: Wednesday, November 18, 2020 7:21 PM
To: Dan Kosnik
Cc: 'Kevin Singh'; 'Lakh Sandhu'
Subject: RE: Haevin Ridge
Looks fine to me.
Mark
From: Dan Kosnik <Dan@kosnik.com <mailto:Dan@kosnik.com> >
Sent: Wednesday, November 18, 2020 2:23 PM
To: mark@plogengineering.com <mailto:mark@plogengineering.com>
Cc: Kevin Singh <ksingh@signaturegci.com <mailto:ksingh@signaturegci.com> >; Lakh Sandhu <lakh.sandhu@gmail.com <mailto:lakh.sandhu@gmail.com> >
Subject: RE: Haevin Ridge
Mark,
Attached is a progress plot of our vault structural drawings for your review and comment. Unless I hear from you otherwise I will release these drawings and calculations for the permit
submittal by noon tomorrow.
Cheers,
Dan Kosnik, SE
Site Structures / Kosnik Engineering, PC
10505 19TH AVE SE, Suite B | EVERETT | WA | 98208
Office: 425-357-9600 Cell: 425-210-0352
From: Nathan Janders [mailto:NJanders@Rentonwa.gov]
Sent: Wednesday, November 18, 2020 12:52 PM
To: Dan Kosnik
Cc: Kevin Singh; mark@plogengineering.com <mailto:mark@plogengineering.com> ; Lakh Sandhu
Subject: RE: Haevin Ridge
Hi Dan,
I looked through the requested changes and commented on each item below.
Mark,
I need you to update plans and send them to me as a minor plan change for formal review and approval.
Proposed changes and comments:
1. Shift the 5x10 grated opening to the SW corner of the first cell – outside of the paved service drive - and set the top of the opening 0.75ft above the adjacent grade
to avoid designing the grate for service vehicle wheel loading.
[NJ] Conceptually acceptable
2. Delete the sump since the bottom of the vault is 3ft below the flow control restrictor plate. We typically do not see sumps in wet vaults.
[NJ] Conceptually acceptable
3. Shift the 8ft wide opening 4ft off of the end wall and make the opening 10ft tall.
[NJ] Shifting of the opening is ok but it needs to be limited to 3.5 ft from the end wall if the opening width (8ft) stays the same. This is due to retaining at least a 5:1 L:W ratio
in the vault and shifting further away from the wall will reduce it.
Nathan Janders | Civil Engineer II
Community & Economic Development Department | Planning Division
City of Renton | 1055 S. Grady Way | Renton WA 98057 <https://gcc02.safelinks.protection.outlook.com/?url=https%3A%2F%2Fwww.google.com%2Fmaps%2Fsearch%2F1055%2BS.%2BGrady%2BWay%2B%257C%2BRenton%2BWA
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From: Dan Kosnik <Dan@kosnik.com <mailto:Dan@kosnik.com> >
Sent: Wednesday, November 18, 2020 12:04 PM
To: Nathan Janders <NJanders@Rentonwa.gov <mailto:NJanders@Rentonwa.gov> >
Cc: Kevin Singh <ksingh@signaturegci.com <mailto:ksingh@signaturegci.com> >; mark@plogengineering.com <mailto:mark@plogengineering.com> ; Lakh Sandhu <lakh.sandhu@gmail.com <mailto:lakh.sandhu@gmail
.com> >
Subject: RE: Haevin Ridge
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.
Nathan,
Just checking in to see if you have had a chance to review my proposed adjustments. I am still hoping to complete this project by the end of this week. Any assistance you can provide
would be greatly appreciated.
Cheers,
Dan Kosnik, SE
Site Structures / Kosnik Engineering, PC
10505 19TH AVE SE, Suite B | EVERETT | WA | 98208
Office: 425-357-9600 Cell: 425-210-0352
From: Nathan Janders [mailto:NJanders@Rentonwa.gov]
Sent: Monday, November 16, 2020 8:14 AM
To: Dan Kosnik
Cc: Kevin Singh; mark@plogengineering.com <mailto:mark@plogengineering.com> ; Lakh Sandhu
Subject: RE: Haevin Ridge
Hi Dan, I will take a look at this this week
Nathan Janders | Civil Engineer II
Community & Economic Development Department | Planning Division
City of Renton | 1055 S. Grady Way | Renton WA 98057 <https://gcc02.safelinks.protection.outlook.com/?url=https%3A%2F%2Fwww.google.com%2Fmaps%2Fsearch%2F1055%2BS.%2BGrady%2BWay%2B%257C%2BRenton%2BWA
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NJanders@Rentonwa.gov <mailto:NJanders@Rentonwa.gov>
COVID-19 UPDATE
City Hall is currently closed to the public but we are still available to assist you.
* Pay Invoice and Apply for Over-the-Counter Permit: Permitting Portal <https://gcc02.safelinks.protection.outlook.com/?url=https%3A%2F%2Fpermitting.rentonwa.gov%2F%23%2Fhome&data=04%7C01%7CNJanders
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* Building or General Permitting: permittech@rentonwa.gov <mailto:permittech@rentonwa.gov?subject=Inquiry%20from%20Website> or 425-430-7200
* Planning: planningcustomerservice@rentonwa.gov <mailto:planningcustomerservice@rentonwa.gov?subject=Inquiry%20from%20City%20Website> or 425-430-7294
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From: Dan Kosnik <Dan@kosnik.com <mailto:Dan@kosnik.com> >
Sent: Monday, November 16, 2020 8:11 AM
To: Nathan Janders <NJanders@Rentonwa.gov <mailto:NJanders@Rentonwa.gov> >
Cc: Kevin Singh <ksingh@signaturegci.com <mailto:ksingh@signaturegci.com> >; mark@plogengineering.com <mailto:mark@plogengineering.com> ; Lakh Sandhu <lakh.sandhu@gmail.com <mailto:lakh.sandhu@gmail
.com> >
Subject: RE: Haevin Ridge
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.
Nathan,
I am the engineer designing the vault structure on this project. I would like to suggest the following adjustments to the vault configuration as follows and as shown in the attachment.
Mark Plog suggested I discuss these adjustments with you before we complete our design for the permit submittal.
1. Shift the 5x10 grated opening to the SW corner of the first cell – outside of the paved service drive - and set the top of the opening 0.75ft above the adjacent grade to avoid
designing the grate for service vehicle wheel loading.
2. Delete the sump since the bottom of the vault is 3ft below the flow control restrictor plate. We typically do not see sumps in wet vaults.
3. Shift the 8ft wide opening 4ft off of the end wall and make the opening 10ft tall.
Your input would be greatly appreciated. I am scheduled to complete our design by the end of this week so I am hopeful you can find the time to proved a quick response.
Thanks,
Dan Kosnik, SE
Site Structures / Kosnik Engineering, PC
10505 19TH AVE SE, Suite B | EVERETT | WA | 98208
Office: 425-357-9600 Cell: 425-210-0352
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ꀨ訂⠀ʠꀨ밂쟗셃䌻칣ੲ纎噖蘿̨ꯒ뗊轛纴뫑䔴⵰�屮콧㷾僺鼄踋紼뗣︃ݢﷰ헬왃띲鿄嬙翸蕂㐝㕿澮簜ₙꄍ뢇맇僺뜆翂�拁᭼湿㔬㕍ಙ蕭ﻳ⑦�힁귗ꁅ绤黐襤ﹹ峎숏胞甯视徬喰譫铳蕁둓㼞꿯埐킨䔁᐀ŐE倔䔁᐀ŐE倔䔁᐀ŐE倔䔁᐀ݐﺏ㟐ⴲ覎ꍦ쬱툤꺷⡐ꌟðĀ㪀
⡚ꈀ(肢⠊ꈀ(ㆯ赠䏻▮巁锷鏩ꞷ珤Ṁ䖝᐀ŐE倔䔁᐀ŐE倔䔁᐀ŐEṿἃ娃ᠵÿ僫ꈇ䶻澶偘苾催䔁᐀ŐE倔䔁᐀ݐﲙ⩸഼੨鷤う税咘⢬
废Ĩ僴䔁᐀ŐE倔䔁᐀ŐE倔䔁᐀ŐE倔䔁᐀ŐE倔䔁᐀ŐE倔䔁᐀ŐE倔䔁᐀ŐE倔䔁᐀ŐE倔䔁᐀ŐE倔䔁᐀ŐE倔䔁᐀ŐE倔䔁᐀ŐE倔䔁᐀ŐE倔䔁᐀ŐE倔䔁᐀ŐE倔䔁᐀ŐE倔䔁᐀ŐE倔䔁᐀ŐE倔䔁᐀ŐE倔䔁᐀ŐE倔䔁᐀ŐE倔䔁᐀ŐE倔䔁᐀ŐE倔䔁᐀ŐE倔䔁᐀ŐE倔䔁᐀ݐ粘䅗謷茄牴ժཙףּ䟈餿侯ʠꀨ訂⠀ʠꀨ訂⠀ʠ冚错芊᱉ꖏ㨀Ꞽ栿⃭솨洶쯤ㇽ᱀�ꟶ碣얗�푍崆﹞癋孹㶥�꼙酮䘻䦇풶点楞ꢷ顩㡵䇏
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䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ儀Հ䁑ᐅ鐀´偒툂Ő펑錢ɺ愁펓ꜷ틹⌙ԇᇔ䃯鴇椗팓૯턌錁༢ჸ쁝둏遃퐼䃍蒸Ғ䢊髭䍷Ꮃჭÿ
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