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Home My WebLink AboutSUB201900090 Correspondence 2019-09-04 (4) r 6 `t1 Christopher Perez ��,-sk�3�j From: Christopher Perez Sent: Wednesday, September 04, 2019 5:14 PM To: vfort@rivanna.org Subject: A revised SDP2018-70 Lighthouse Instruments—Final Site Plan and a revised SUB2019-90 Lighthouse Instruments— Easement Plat Attachments: LIGHTHOUSE INSTRUMENTS - SD EASEMENTS.pdf;40202-904V-ESMT_TMP-77-9- Signed.pdf Victoria, SDP2018-70 Lighthouse Instruments—Final Site Plan SUB2019-90 Lighthouse Instruments—Easement Plat On the 27th of August I received a revised easement plat(SUB2019-90)associated with the lighthouse instrument's final site plan.Additionally,I received a few sheets of the fmal site plan(SDP2018-70)which have been revised and depict the proposed changes covered in the easement plat. "See the attached updated sheets that show the sight distance easements added 5'off the sight distance lines on the Lighthouse property. For the line west of the western entrance this did require the two street trees to shift back a few feet. We also expanded the Landscape Maintenance Easement to be 12'wide in that area to allow for those trees."Are you willing to review these changes to the site plan and the easement plat electronically or do you require hard copies to conduct your review? Let me know thanks. Christopher Perez I Senior Planner Department of Community Development'County of Albemarle,Virginia 401 McIntire Road I Charlottesville,VA 22902 434.296.5832 ext.3443 From: Richard Nelson<rnelson@serviceauthority.org> Sent:Tuesday,August 20,2019 10:51 AM To:Christopher Perez<cperez@albemarle.org> Subject: RE:ACSA transmittal of SUB201900091 and SUB201900090-Lighthouse Instruments- Easement Plat revisions Chris, These plats look good. Thanks, Richard Nelson Civil Engineer Albemarle County Service Authority 168 Spotnap Road Charlottesville, Virginia 22911 (434)977-4511 From:Christopher Perez<cperez@albemarle.org> Sent: Friday,August 16, 2019 8:28 AM To: Richard Nelson<rnelson@serviceauthority.org> Subject:ACSA transmittal of SUB201900091 and SUB201900090-Lighthouse Instruments- Easement Plat revisions 1 Richard, ACSA transmittal of SUB201900091 Lighthouse Instruments - Easement Plat revision ACSA transmittal of SUB201900090 Lighthouse Instruments -Easement Plat revision Can you review the two electronic scanned copies of these plats. As your last comments were very minor. If not and you would rather have hard copies, let me know and I'll throw them in your inbox here at the County. Thanks Christopher Perez I Senior Planner Department of Community Development'County of Albemarle,Virginia 401 McIntire Road I Charlottesville,VA 22902 434.296.5832 ext.3443 From:Jonathan Showalter<Jonathan.Showalter@timmons.com> Sent:Thursday,August 15,2019 2:11 PM To: David James<djames2@albemarle.org>; Christopher Perez<cperez@albemarle.org> Cc: Richard Nelson<rnelson@serviceauthority.org> Subject: FW: Lighthouse Instruments David and Chris, Just wanted to be aware we worked on some change to the waterline with Richard and he is ready to sign for approval. Once we get your final ok with no more comments on the Road and Site plan beyond getting the easements recorded we will send him a set to sign. Thank you, Jonathan From: Richard Nelson <rnelson@serviceauthority.org> Sent:Wednesday,August 07, 2019 8:10 AM To:Jonathan Showalter<Jonathan.Showalter@timmons.com> Cc:Zach Dahl<Zach.Dahl@timmons.com> Subject: RE: Lighthouse Instruments Jonathan, The design looks good. We will need 3 hard copies with Craig's stamp and signature,with updated water/sewer data sheets,and the maintenance agreement prior to County approval. Thanks, Richard Nelson Civil Engineer Albemarle County Service Authority 168 Spotnap Road Charlottesville, Virginia 22911 (434)977-4511 From:Jonathan Showalter<Jonathan.Showalter@timmons.com> Sent:Tuesday,August 06, 2019 8:06 PM To: Richard Nelson<rnelson@serviceauthority.org> Cc:Zach Dahl<Zach.Dahl@timmons.com> Subject: RE: Lighthouse Instruments Richard, 2 . We have made those updates per th ached update layout plan and profile. V Ided note 3 on the layout plan about providing restraints at all joints. Some of the storm crossings are a little less than 1.5'to make sure we have 3.5' of cover but all more than 12". Please review and let us know if this satisfies all remaining comments so we can hopefully get this plan to approval. Thank you for you help to finalize this, Jonathan From: Richard Nelson<rnelson@serviceauthoritv.org> Sent: Monday,August 05, 2019 10:06 AM To:Jonathan Showalter<Jonathan.ShowalterPtimmons.com> Cc:Zach Dahl<Zach.Dahl@timmons.com> Subject: FW: Lighthouse Instruments Jonathan, This alignment looks good. I have added a comment that these joints need to be restrained and added a valve after the meter to keep the building in service if maintenance of the line behind the building is required. Thanks, Richard Nelson Civil Engineer Albemarle County Service Authority 168 Spotnap Road Charlottesville, Virginia 22911 (434)977-4511 From:Jonathan Showalter<Jonathan.Showalter@timmons.com> Sent: Friday,August 02, 2019 2:52 PM To: Richard Nelson<rnelson@serviceauthoritv.org> Cc:Zach Dahl<Zach.Dahl@timmons.com> Subject: RE: Lighthouse Instruments Richard, Please see the exhibit provided.We've swapped out the (2)45 degree bends with the 90-degree bend and have the water easement flush with the retaining wall, as opposed to running through it. There is now also 5'of clear space on the sides and back of the vault. Outside of the area where the water line crosses over the storm,generally,there is at least 5'of horizontal separation between water and storm Please see the attached sketch revised to address the layout easement comments. Please let us know if this addresses the comments. Thank you, Jonathan From: Richard Nelson<rnelson@serviceauthoritv.org> Sent:Wednesday,July 31, 2019 2:40 PM To:Jonathan Showalter<Jonathan.Showalter@timmons.com> Subject: RE: Lighthouse Instruments Jonathan, 3 We will be able to work with that. :__, Jther comments were to have the 90 de6___ bend going to the hydrant an& provide 5 feet of easement on the sides and back of the meter vault. Also, include Craig's original stamp and signature on the cover sheets. Feel free to send me a PDF to review prior to submitting the copies. Thanks, Richard Nelson, Civil Engineer Albemarle County Service Authority 168 Spotnap Road Charlottesville, Virginia 22911 (434)977-4511 From:Jonathan Showalter<Jonathan.Showalter@timmons.com> Sent:Wednesday,July 31,2019 12:58 PM To: Richard Nelson<rnelson@serviceauthority.org> Subject: RE: Lighthouse Instruments Richard, We can make that change if you all are ok with the extra storm crossings. The storm has enough cover to do 3.5" of cover and 1.5'of separation. Thank you for working with us to find a solution, Jonathan From: Richard Nelson<rnelson@serviceauthority.org> Sent:Wednesday,July 31,2019 10:09 AM To:Jonathan Showalter<Jonathan.Showalter@timmons.com> Subject: RE: Lighthouse Instruments Jonathan, Attached is another rendition after some thought of restrained joints in relation the storm pipe. This should be doable if we cross on top of the storm with a minimum 12-inch separation. If we need to we can have min cover at 3 feet for the crossings. We would like to maintain the min 5 feet of horizontal separation between the storm. Let me know if this is doable. Thanks, Richard Nelson Civil Engineer Albemarle County Service Authority 168 Spotnap Road Charlottesville, Virginia 22911 (434)977-4511 ____ From:Jonathan Showalter<Jonathan.Showalter@timmons.com> Sent:Tuesday,July 30, 2019 3:19 PM To: Richard Nelson<rnelson@serviceauthority.org> Subject: RE: Lighthouse Instruments 4 That would be easier at this point to -_"_move the waterline and not the storm. What is the minimum separation yo all typically want to see center to center from water to storm? We currently have 5' at that minimum point and could continue to parallel the storm line to the right of that location. Per ACSA's pipe installation detail the trench only needs to be the pipe width plus 16"which is a fairly narrow trench for this line. There is at least 5'from the center of the waterline to the retaining wall of the loading dock in the tightest spot which. Thank you for checking into this, Jonathan From: Richard Nelson<rnelson@serviceauthoritv.org> Sent:Tuesday,July 30, 2019 3:00 PM To:Jonathan Showalter<Jonathan.Showalter@timmons.com> Subject: FW: Lighthouse Instruments Jonathan, I spoke with Jeremy some regarding this and will discuss with Pete on Friday, but wanted to explore another possibility. A portion of the easement may still be within the wall, but would help my argument to allow this. Let me know if this would affect the WPO submission,and I will make the case as previously submitted. Thanks, Richard Nelson Civil Engineer Albemarle County Service Authority 168 Spotnap Road Charlottesville, Virginia 22911 (434)977-4511 From: Richard Nelson Sent:Tuesday,July 30, 2019 12:07 PM To:Jonathan Showalter<Jonathan.Showalter@timmons.com> Subject: Lighthouse Instruments Jonathan, Looking over the Lighthouse site plan, I see the loading dock is encroaching into the water main easement. Attached is a redline PDF showing a possible solution by adding a storm manhole to get the water main shifted further away from the loading area. I had a few other minor comments regarding this, but wanted to get your thoughts on this. Thanks, Richard Nelson Civil Engineer Albemarle County Service Authority 168 Spotnap Road Charlottesville, Virginia 22911 (434)977-4511 5