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HomeMy WebLinkAboutSUB201500061 Review Comments 2015-07-08 Ellie Ray From: Ellie Ray Sent: Wednesday,January 20, 2016 3:53 PM To: Frank Pohl Subject: SUB 201500049-54, 61 &62 Hydraulic Road Sidewalk - BLAs Frank, I have reviewed the revised plats for the eight applications listed above and all of my previous comments have been addressed. All other reviewers had no objection to previous submittals. These plats are now ready for owner(s) signature and may then be submitted for County signature. Let me know if you have any questions. Thanks, Ellie Carter Ray, PLA, LEED GREEN ASSOCIATE Senior Planner Albemarle County Community Development Planning Division 401 McIntire Road, North Wing Charlottesville, Virginia 22902 ph: 434.296.5832 x. 3432 fax: 434.972.4126 1 Ellie Ray From: Ron Higgins Sent: Friday, November 20, 2015 10:59 AM To: Frank Pohl; Brian McPeters Cc: lbyrnside@hbsurveying.com; matt.harrell@kimley-horn.com; Ellie Ray; rbrown@hbsurveying.com Subject: RE: Hydraulic Road Sidewalk Frank: That is the correct interpretation, based on the numbers in the table. From: Frank Pohl Sent: Friday, November 20, 2015 10:47 AM To: Brian McPeters<brian.mcpeters@kimley-horn.com>; Ron Higgins<rhiggins@albemarle.org> Cc: lbyrnside@hbsurveying.com; matt.harrell@kimley-horn.com; Ellie Ray<eray@albemarle.org>; rbrown@hbsurveying.com Subject: RE: Hydraulic Road Sidewalk All, Just to clarify,the code states the front minimum setback for infill to be the "closest setback of an existing structure within 500 feet in each direction along street frontage". Refer to attached setback table. If the home on 5A is demolished, the new setback becomes 25-ft versus the current 15-ft distance. If any other home along this frontage is demolished, the setback becomes 15-ft for the new home on 5B since 5A is closer(if 5A is within 500-ft). Brian, for Lot 5A, please confirm the lot depth provides adequate area for a new home in the event this home is ever demolished. If there is adequate area to build a similar sized home at the new setback, the lot is conforming regarding this issue. Ron, please confirm my interpretation is correct. Thanks, Frank Frank V. Pohl, PE Senior Project Manager Office of Facilities Development County of Albemarle 401 McIntire Road, Room 228 Charlottesville,Virginia 22902-4596 Tele (434) 872-4501 ext. 9-7914 Fax (434) 972-4091 Cell (434)466-7458 1 From: brian.mcpeters@kimley-horn.com [mailto:brian.mcpeters@kimley-horn.com] Sent: Friday, November 20, 2015 9:55 AM To: rbrown@hbsurveying.com Cc: lbyrnside@hbsurveying.com; matt.harrell@kimlev-horn.com; Frank Pohl<fpohl@albemarle.org> Subject: RE: Hydraulic Road Sidewalk Ryan, The County has confirmed that Parcel 5 would still be in compliance with the Code for setbacks, so all parcels can have the note concerning compliance with the zoning requirements. Thanks, Kimley >>> Horn Brian A. McPeters, PE Kimley-Horn 11700 Willow Lawn Drive, Suite 200, Richmond, VA 23230 Direct: 804-672-4721 I Mobile: 804-539-1032 Connect with us:Twitter I Linkedln I Facebook Celebrating eight years as one of FORTUNE's 100 Best Companies to Work For 2 Ellie Ray From: Ellie Ray Sent: Friday, July 24, 2015 4:55 PM To: Frank Pohl Subject: SUB 201500049-62 Hydraulic Road Sidewalk - BLAs Attachments: CDP2_sub_ECR_SUB201500049-62_BLA.pdf Frank, Please find attached my comments regarding the above referenced application. I am awaiting ACSA and VDOT review and will forward their comments, if any, once received. Feel free to contact me if you have any questions, concerns, or need further clarification. Thank you, Ellie Carter Ray,PLA, LEED GREEN ASSOCIATE Senior Planner Albemarle County Community Development Planning Division 401 McIntire Road, North Wing Charlottesville,Virginia 22902 ph: 434.296.5832 x. 3432 fax: 434.972.4126 1 Ellie Ray From: brian.mcpeters@kimley-horn.com Sent: Wednesday,July 08, 2015 5:12 PM To: jlynn@serviceauthority.org Cc: matt.harrell@kimley-horn.com;Alex Morrison; Frank Pohl;Jack Kelsey; Ellie Ray Subject: RE: Hydraulic Road Sidewalk Project Attachments: Hydraulic Plat comment Responses by KHAandHandB_070815.pdf Jeremy, I'm sending you by Fed Ex two (2)full size sets of RW Plans for the above VDOT LAP project administered by Albemarle County. See below for comment responses to your comments provided at the Utility Field Inspection. I'm also providing you a set of responses to ACSA comments on the acquisition plats. Alex should be receiving revised plats in the coming days from the Planning Department. Please provide comments on the revised plans to my attention, and copy Frank Pohl with Albemarle County OFD. It is imperative that ACSA provide comments and/or requests that affect the right-of-way or easement requirements prior to the R/W Acquisition Process commencing (similar to how a VDOT project is coordinated by office). Final plans with details and seals will be provided for review prior to advertisement for construction (likely in 2016). Note in the same Fed Ex will be several sheets on Crozet Avenue North intended for Alex. Thanks, Brian A. McPeters, PE Kimley-Horn 1 1700 Willow Lawn Drive, Suite 200, Richmond,VA 23230 Direct: 804-672-47211 Mobile: 804-539-1032 Connect with us:-1,,,ptt _ I i-l1<;,:fir= 3 amboo; Celebrating eight years as one of FORTUNE's 100 Best Companies to Work For From:Jeremy Lynn [mailto:ilvnn@serviceauthority.org] Sent: Monday, May 04, 2015 12:57 PM To: McPeters, Brian Cc:fpohlPalbemarle.org Subject: RE: Hydraulic Road Sidewalk Project Below are some initial comments on the Hydraulic Road Sidewalk Project: 1. The ACSA probably won't need to see Sheets 1D, 1, 1G(1), 1 G(2), 1 G(3), 1 G(4), and 1H(1). Kimley-Horn removed these sheets from the two sets coming your way for review at the RW Stage. 2. The ACSA does not wan ter meters located within sidewalks, drive, , or other paved areas. If meters are located along the R/W line, an easement will be required behind the meter box to allow for future maintenance. The plan shows existing meter relocations to avoid being placed in paved areas provided the meter is not already in a driveway. The few meters already in paved surfaces will be adjusted to grade (and adjustments are mostly anticipated to be minor/inches). Since ACSA wanted the meters in the space between sidewalk and curb, many of the meters no longer require relocation. 3. Meters on Sheet 4 should be located between the curb and sidewalk. The plan shows existing meter relocations to avoid being placed in paved areas provided the meter is not already in a driveway. 4. Show sanitary sewer main near Station 109. There isn't a manhole where these two mains connect. Your survey picked up a sewer manhole at Station 109, but it is labeled with WM. This is a sewer manhole and the line extends out into the roadway to the sewer main along Hydraulic Road. Kimley-Horn sketched in the sewer main in question. Note the manhole was depicted on the survey, but incorrectly labeled as a storm manhole. 5. Label existing water main material and diameter. The existing water and sewer main, material, diameter and ownership was added to the plans. 6. Show fire hydrant on Sheet 4. This will need to be outside of the sidewalk, with an easement behind it. The existing hydrant is shown on Sheet 4, but it is not in conflict with sidewalk. 7. Sewer is incorrectly shown on Sheet 5. Kimley-Horn adjusted the sewer lines depiction on Sheet 5 to match the GIS print provided by ACSA. 8. Water is incorrectly shown on Sheet 6. Kimley-Horn adjusted the water line location per the GIS print provided by ACSA and the old VDOT Plans. 9. Accurately show water meter vault and easement serving the Gayle property. Contractor will need to abandon the vacant meter on this property. The ACSA will not allow the meter vault to be in the sidewalk. Attached is the map showing the water in the area of the intersection of Hydraulic Road and Commonwealth Drive. The ACSA has two pressure bands in this area, which are not connected to each other. The water meter vault was located in the survey, and the sidewalk has been routed around the vault. See comment responses about the existing easement(s). Jeremy M. Lynn, P.E. Senior Civil Engineer Albemarle County Service Authority 168 Spotnap Road, Charlottesville, VA 22911 (434) 977-4511 ext. 114 2 Ellie Ray From: Austin, Nathran. (VDOT) <Nathran.Austin@vdot.virginia.gov> Sent: Monday, May 18, 2015 7:56 AM To: Brian McPeters; Frank Pohl;Jack Kelsey Cc: Joel DeNunzio, P.E.; Barron, L. Marshall (VDOT); Ellie Ray; Dennis Seale Subject: RE: RE: Hydraulic Road (UPC 104655) FI/RW Plans I'm not entirely sure how the permitting section of VDOT has been left out of the loop for plan review of the sidewalk projects for Hydraulic, Barracks Road and State Farm Blvd. It is fairly standard practice that we review the plans for projects which we will be issuing permits for. Furthermore, Land Use, i.e. my staff and I, probably have the better knowledge of land development activities occurring in the vicinity of these projects than other VDOT sections. I'll remind you of the conflict with the traffic signal pole and the State Farm Blvd. sidewalk project that could have been discovered sooner if we were included in the review process. Also,when Jack and I walked the Barracks Road route prior to commencement of design,Jack was unaware of the Out of Bounds Development that what was under review and now under construction. I'm assuming that the Out of Bounds project has been considered with the Barracks Road sidewalk plans, however,this is an assumption on my part as I have not seen any plans to date. In my request for a set of the Hydraulic Road plans, I have not been suggesting that our review would cause any redesign at this point. What I am suggesting is that if we are going to review the right-of-way plats, which is not uncommon, we need a set of plans to compare the plats with. Furthermore, by reviewing the plans for these projects, we will be able to see if there are any obvious conflicts with other land development projects in the area. It seems to me that it would be beneficial to know of any conflicts prior to design being complete for the sidewalk projects. I do not believe there are any conflicts along Hydraulic Road, but there were certainly potential conflicts associated with the State Farm and Barracks sidewalk projects. I have not been requesting a set of plans because of a checklist. I have been requesting a set of plans it appears to me that we are going to be asked to issue a permit for a project with final construction plans that we have not seen. I hope that you realize that issuing a permit would be a much faster process if we are included in the upfront review. Troy Austin, P.E. Area Land Use Engineer Virginia Department of Transportation Charlottesville Residency 701 VDOT Way Charlottesville,VA 22911 Phone: (434)422-9782 Fax: (434) 984-1521 From: brian.mcpeters@kimley-horn.com [mailto:brian.mcpeters@kimley-horn.com] Sent: Friday, May 15, 2015 11:10 AM To: DeNunzio, Joel D., P.E. (VDOT); Austin, Nathran. (VDOT); fpohl@albemarle.org; JKELSEY@albemarle.org Subject: RE: RE: Hydraulic Road (UPC 104655) FI/RW Plans Frank will work with Community Development to let them know that VDOT(both Culpepper and C'ville) are already engaged. We don't want to put anything else on any of our plates that isn't necessary just because there is a checklist that we are following. We appreciate the help! 1 Brian A. McPeters, PE Kimley-Horn 11700 Willow Lawn Drive, Suite 200, Richmond, VA 23230 Direct: 804 672 47211 Mobile:804 539 1032 Celebrating eight years as one of FORTUNE's 100 Best Companies to Work For From: DeNunzio,Joel D., P.E. (VDOT) [mailto:Joel.DeNunzio@VDOT.virginia.govj Sent:Thursday, May 14,2015 7:33 AM To: McPeters, Brian;Austin, Nathran. (VDOT);fpohl@albemarle.org;JKELSEY@albemarle.org Subject: RE: RE: Hydraulic Road (UPC 104655) Fl/RW Plans Brian, I spoke with Troy and he was sent the plats by the county community development for review. If community development is required to have VDOT comments on this then Troy may need to approve. It seems a bit redundant but it also seems that it is the county process so we may not have a choice. Thanks Joel Joel DeNunzio, P.E. Residency Administrator VDOT Charlottesville Residency 434-422-9373 ioel.denunzio@ vdot.virginia.gov From: brian.mcoeters(@kimley-horn.com [mailto:brian.mcpetersCa�kimley-horn.com] Sent: Wednesday, May 13, 2015 11:14 PM To: Austin, Nathran. (VDOT); DeNunzio, Joel D., P.E. (VDOT); fpohl(aalbemarle.org; JKELSEY@albernarle.orq Subject: RE: RE: Hydraulic Road (UPC 104655) FI/RW Plans Troy, It is my understanding from Joel that Culpepper sent the Residency a set of plans to solicit comments on both Hydraulic and Barracks. I'm of the opinion that between the Residency's review of the plans and NW Region R/W's QA/QC review of the right-of-way and easement, no review of the plats by VDOT is necessary. After all,the County will be providing VDOT a R/W certification that all easements and r/w were acquired (and utilities relocated) prior to advertisement. Feel free to call me if you want to discuss. But you are correct,that this LAP project will require a VDOT LUP when we go to construction. Thanks, Brian A. McPeters, PE Kimley-Horn 1 1700 Willow Lawn Drive, Suite 200, Richmond,VA 23230 Direct:804 672 4721 1 Mobile: 804 539 1032 Celebrating eight years as one of FORTUNE's 100 Best Companies to Work For 2 From:Austin, Nathran. (VDOT) [mailto:Nathran.AustinPvdot.virginia.gov] Sent: Friday, May 01, 2015 10:54 AM To: DeNunzio,Joel D., P.E. (VDOT); 'fpohl@albemarle.org'; 'JKELSEY@albemarle.org' Cc: McPeters, Brian Subject: Re: RE: Hydraulic Road (UPC 104655) FI/RW Plans Joel, it's been a couple of weeks since I looked at the plats but it seems to me that some were for right of way dedication. I was hoping to see the plans to confirm that the right of way in the plans match the plats. Also, I'm guessing that a Land Use Permit will be necessary so we need the plans for that as well. From: DeNunzio, Joel D., P.E. (VDOT) Sent: Friday, May 01, 2015 10:40 AM To: Frank Pohl <fpahI aibemarle.orq>; Jack Kelsey <JKELSEY©albemarle.orq>; Austin, Nathran. (VDOT) Cc: Brian McPeters <brian.mcpeters(akimley-horn.com> Subject: RE: RE: Hydraulic Road (UPC 104655) FI/RW Plans Frank, We may just want to review the sight distance easement plats. I am not concerned with the temporary easements. Thanks Joel Joel DeNunzio, P.E. Residency Administrator VDOT Charlottesville Residency 434422-9373 ioel.denunziovdot.virginia.c ov From: Frank Pohl [mailto:fpohl albemarle.orq] Sent: Friday, May 01, 2015 10:29 AM To: Jack Kelsey; Austin, Nathran. (VDOT); DeNunzio, Joel D., P.E. (VDOT) Cc: Brian McPeters Subject: RE: RE: Hydraulic Road (UPC 104655) FI/RW Plans Jack/Troy, We spoke with Joel on Tuesday this week and he said VDOT does not need to review the plats. We don't want to create additional work for anyone and our understanding is that Culpepper is reviewing what is necessary on this project from a VDOT perspective. We are trying to avoid multiple or redundant reviews. Joel, can you please confirm? Thanks, Frank Frank V. Pohl, PE Senior Project Manager Office of Facilities Development County of Albemarle 401 McIntire Road, Room 228 3 Charlottesville,Virginia 22902-4596 Tele (434) 872-4501 ext. 9-7914 Fax (434) 972-4091 Cell (434)466-7458 From: Jack Kelsey Sent: Friday, May 01, 2015 10:27 AM To:Troy Austin; Brian McPeters Cc: Frank Pohl Subject: FW: RE: Hydraulic Road (UPC 104655) FI/RW Plans Troy, The email below shows where the Hydraulic Road Sidewalk RW plans were uploaded to the VDOT FTP site. Brian, Troy is supposed to review the right-of-way&easement Plats, but he needs a set of the RW plans. I'd appreciate it if you'd send him a link to download the plans in the event he can't get them from the VDOT FTP. Thank you. Jack M. Kelsey,PE Transportation Engineer Office of Facilities Development County of Albemarle 401 McIntire Road Charlottesville,Virginia 22902-4596 (434)872-4501 office;ext 5 or 9-3376 (434)760-1272 mobile (434)972-4091 fax jkelsey@albemarle.org From: brian.mcpeters(&kimley-horn.com [mailto:brian.mcpeters@kimley-horn.com] Sent: Friday, March 27, 2015 2:13 PM To: David.Cubbage@VDOT.Virginia.gov Cc: Frank Pohl; Jack Kelsey; matt.harrell@kimley-horn.com Subject: RE: RE: Hydraulic Road (UPC 104655) FI/RW Plans David, I uploaded the FI/RW Plans dated 3/25/15 to the VDOT FTP in Kimley-Horn's folder in the directory indicated below. This also includes comment responses to Department comments received on the Public Hearing/Willingness Plans received in Fall 2014. Barracks Road plans will be uploaded shortly under a separate e-mail. /Kimley/UPC104655/HydraulicRd Please route for comments from the appropriate groups inside the Department. Kimley-Horn and the County are scheduling a UFI for early April, and will update you once blue-lines are received for any necessary utility easements. As requested, I placed a box on the Title Sheet referencing the approved buffer strip design waiver,though the Department's IIM does not require such. Thanks, 4 Brian A. McPeters, PE Kimley-Horn I 1700 Willow Lawn Drive; Suite 200, Richmond, VA 23230 Direct: 804 672 4721 Mobile:804 539 1032 Celebrating eight years as one of FORTUNE's 100 Best Companies to Work For 5 Ellie Ray From: Alex Morrison [amorrison@serviceauthority.org] Sent: Thursday, April 23, 2015 10:16 AM To: Ellie Ray Cc: Brian McPeters;jlynn@serviceauthority.org Subject: BLA Plat Comments: Hydraulic Road Sidewalk Project(SUB201500049- SUB201500062) Dear Ellie, I have reviewed the above referenced plats in conjunction with the utility review being performed by Jeremy Lynn (JML). My comments are as follows: • SUB201500049 (TMP 61-41H) o Provide an ACSA water meter easement on the southwest corner of the property, adjacent to the proposed right of way. o Provide an ACSA waterline easement along the frontage of the property,offset 10'from the existing water main location. • SUB201500050(TMP 61-411) o Provide an ACSA water meter easement on the northwest corner of the property, adjacent to the proposed right of way. o Provide an ACSA waterline easement along the frontage of the property,offset 10'from the existing water main location. • SUB201500051 (TMP 61-41) o Provide an ACSA water meter easement around the water meter along the frontage of the property, adjacent to the proposed right of way. o Provide an ACSA waterline easement along the frontage of the property, offset 10'from the existing water main location. o Correct your"Plat Showing" callout on sheet 2 so it references TMP 61-41 instead of TMP 61-411. • SUB201500052 (TMP 61-41F) o Provide an ACSA waterline easement along the frontage of the property, offset 10'from the existing water main location.The easement will begin on the northern side of the property and will taper back to the proposed right of way. It appears that the easement will be 1-2' in width and may not have to extend across the entire frontage of the parcel. o If the water meter(per comments by JML) can be located between the sidewalk and curb, no additional water meter easement is required. If the water meter is located behind the sidewalk, provide an ACSA water meter easement around the water meter, adjacent to the proposed right of way. • SUB201500053 (TMP 61-41E) o If the water meter(per comments by JML) can be located between the sidewalk and curb, no additional water meter easement is required. If the water meter is located behind the sidewalk, provide an ACSA water meter easement around the water meter, adjacent to the proposed right of way. • SUB201500054(TMP 61-41D) o If the water meter(per comments by JML) can be located between the sidewalk and curb, no additional water meter easement is required. If the water meter is located behind the sidewalk, provide an ACSA water meter easement around the water meter, adjacent to the proposed right of way. • SUB201500055 (TMP 61-41C) o If the water meter(per comments by JML) can be located between the sidewalk and curb, no additional water meter easement is required. If the water meter is located behind the sidewalk, provide an ACSA water meter easement around the water meter, adjacent to the proposed right of way. • SUB201500056 (TMP 61-41B) 1 o If the water meter(0440cOmments by JML) can be located betweer,.. e sidewalk and curb, no additional water meter easement is required. If the water meter is located behind the sidewalk, provide an ACSA water meter easement around the water meter, adjacent to the proposed right of way. o Show the existing ACSA sanitary sewer easement along the southern property line which runs from the right of way,along the property line,for approximately 110 feet. • SUB201500057 (IMP 61-41A1) o Verify the location of ACSA Fire Hydrant#10247.The ACSA GIS shows the fire hydrant near the northwest corner of TMP 61-41A1.The plans show the fire hydrant on TMP 61-41A. If the fire hydrant is located on TMP 61-41A1, provide an ACSA easement around the fire hydrant. If the fire hydrant is located on TMP 61-41A then no additional easement is required on this plat. • SUB201500058 (TMP 61-41A) o Verify the location of ACSA Fire Hydrant# 10247.The ACSA GIS shows the fire hydrant near the northwest corner of TMP 61-41A1.The plans show the fire hydrant on TMP 61-41A. If the fire hydrant is located on TMP 61-41A, provide an ACSA easement around the fire hydrant. If the fire hydrant is located on TMP 61-41A1 then no additional easement is required on this plat. • SUB201500059 (TMP 61-44B) o No comments. • SUB201500060 (TMP 61-44A) o No comments. • SUB201500061 (TMP 61W1-10000) o Show the existing sanitary sewer easement along the frontage near L7 and "B". If no easement existing, provide an ACSA Sanitary Sewer easement around the existing gravity main and associated manhole. • SUB201500062 (TMP 61W-03-21A) o Provide an ACSA water meter easement around the relocated water meter vault(per JML comments). The comments shown above are based on the submitted plans (as of 4/23/15) as well as the first round of utility review comments by Jeremy Lynn, P.E.. Other changes to the plan may impact these comments or require additional comments. If you have any questions feel free to contact me at 434-977-4511 ext. 116.Thank you. Alexander J. Morrison, EIT Civil Engineer Albemarle County Service Authority 168 Spotnap Road Charlottesville,Virginia 22911 (0)434-977-4511 Ext. 116 (F)434-979-0698 Like the ACSA on Facebook at www.facebook.com/acsaconnect 2 Ellie Ray From: John Anderson Sent: Wednesday, April 22, 2015 12:56 PM To: Ellie Ray; Frank Pohl; lbyrnside@hbsurveying.com Subject: Planning Application Review for SUB201500049 Hydraulic Road Sidewalk TMP 61-41H - BLA. Attachments: SUB201500049thru201500062_I4_FPT_Hydraulic Rd Sidewalk_042215.pdf The Review for the following application has been completed: Application Number=SUB201500049 Reviewer=John Anderson Review Status =See Recommendations Completed Date =04/22/2015 Re: SUB201500049 thru SUB201500062 (14 boundary line adjustments / Final Plats) Ellie, Frank, Les, Thanks for your patience. Attached Engineering review comments in County CV database system. Will send only 1 email since all comments Attached. —please call if any questions. Thank you. 434.296-5832—x3069 i ��oc ALN:,. County of Albemarle Department of Community Development Project: Hydraulic Road Sidewalk(14 Final Plats/Boundary Line Adjustments) Plan preparer: Les R.Byrnside,LS,Vice President,H&B Surveying and Mapping,LLC 612 Hull St.,Richmond,VA 23224/lbyrnside�a),hbsurveying.com Owner or rep.: Frank Pohl,Office of Facilities Development,Albemarle County 401 McIntire Rd/Room 228,Charlottesville,VA 22902—fpohl@albemarle.org Plan received date: 31 Mar 2015 Date of comments: 22 Apr 2015 Reviewer: John Anderson Project Coordinator: Ellie Ray Engineering comments to address for Final Plats—Hydraulic Road Sidewalk Project: SUB201500049 Hydraulic Road Sidewalk TMP 61-41 H-BLA 'FPT SUB20150D050 Hydraulic Road Sidewalk TMP 61-411-BLA 1 FPT SUB201500051 Hydraulic Road Sidewalk TMP 61-41-BLA FPT SUB201500052 Hydraulic Road Sidewalk TMP 61-41F-BLA FPT SUB201500053 Hydraulic Road Sidewalk TMP61-41E-BLA FPT .:..................................................................................................................................................._....................................................................................................:..................... SUB201500054 Hydraulic Road Sidewalk TMP 61-41D-BLA FPT SUB201500055 Hydraulic Road Sidewalk TMP 61-41C-BLA FPT SUB201500056 Hydraulic Road Sidewalk TMP 61-41B-BLA FPT SUB201500057 Hydraulic Road Sidewalk TMP 61-41A1-BLA FPT :SUB201500058 Hydraulic Road Sidewalk TMP 61-41A-BLA 1FPT SUB201500059 Hydraulic Road Sidewalk TMP 61-44B-BLA FPT s SUB201500060 Hydraulic Road Sidewalk TMP 61-44A-BLA FPT 5115201500061 Hydraulic Road Sidewalk 7MP 61W1-1-BLA 1 FPT SUB201500062 Hydraulic Road Sidewalk TMP 61W3-21A-BLA FP7 Note: 28 comments—All relatively minor SUB201500049—TMP 61-41H 1. Compare 3.74' line segment,south boundary(Near"D"),with same line segment,TMP 61-41I. Reconcile. SUB201500050—TMP 61-41I 2. Revise leader(N: 3,913,364.17/E:11,483,294.70)arrow to point to SE corner of temporary construction easement. SUB201500051—TMP 61-41 3. Recommend place L8 data in proposed right of way line table,for consistency. SUB201500052—TMP 61-41F 4. Ensure image of parcel in vicinity map window identifies correct parcel. SUB201500053—TMP 61-41E 5. Ensure image of parcel in vicinity map window identifies correct parcel. SUB201500054—TMP 61-41D 6. Ensure image of parcel in vicinity map window identifies correct parcel. 7. C2(with smaller radius)would appear to have arc length greater than Cl. Please check,confirm accurate. SUB201500055—TMP 61-41C 8. Recommend place L9 data in proposed right of way line table. 9. Cl (arc length)+L9 is 0.15'>C2(arc length)+L8. Confirm accurate. Engineering Review Comments Page 2 of 2 SUB201500056—TMP 61-4111 10. Recommend place L9 data in proposed right of way line table. SUB201500057—TMP 61-41A1 Nil. SUB201500058—TMP 61-41A 11. Ensure image of parcel in vicinity map window identifies correct parcel. 12. Compare"D",N and E coordinates with N and E coordinates,"A",TMP 61-44B. Reconcile. SUB201500059—TMP 61-44B 13. Ensure image of parcel in vicinity map window identifies correct parcel. 14. Compare"D",N and E coordinates with N and E coordinates,"A",TMP 61-44A. Reconcile. 15. Recommend shade proposed right of way,as with other plats. 16. Show breakpoint between endpoints L6 and L7. 17. Recommend place L2 data in proposed right of way line table. 18. Recommend place L5 data in temp construction easement table. 19. Recommend combine curve tables as one. Alternatively,re-title Cl table `Proposed Right of Way& Temporary Construction Easement Curve Table' [see TMP 61-41 C Plat,for example]. SUB201500060—TMP 61-44A 20. Ensure image of parcel in vicinity map window identifies correct parcel. 21. Revise label: 620.5+to the West R/W Line of Commonwealth Drive Ext'd. 22. Recommend re-title C2 table: `Proposed Right of Way&Temporary Construction Easement Curve Table.' SUB201500061—TMP 61W1-1 23. Recommend shade proposed right of way(Areas A,B,C),as with other plats. 24. Show breakpoint between endpoints L23 and L24. 25. Show breakpoint between endpoints C3 and L26,in inset Detail"A". 26. Show coordinate"G"in inset Detail"A". 27. Revise Area"B"leader line arrow to point to area bound by L20,L21,L22,L30. (Detail "A"). SUB201500062—TMP 61W3-21A 28. Recommend re-title to: `Proposed Right of Way&Temporary Construction Easement Curve Table'. Contact John Anderson,Engineering Dept,if any questions. janderson2(a),albemarle.org/434-296-5832 x3069 Thank you. Ellie Ray From: Alex Morrison [amorrison@serviceauthority.org] Sent: Wednesday, April 22, 2015 10:00 AM To: Ellie Ray Subject: SUB201500049 thru SUB201500062 Ellie, I have reviewed the above referenced plat. Please instruct the applicant to submit a copy of the plans directly to my attention.The ACSA has water and sewer utilities along this corridor and my review is required prior to commenting on the plats. Alexander J. Morrison,EIT Civil Engineer Albemarle County Service Authority 168 Spotnap Road Charlottesville,Virginia 22911 (0)434-977-4511 Ext. 116 (F) 434-979-0698 Like the ACSA on Facebook at www.facebook.com/acsaconnect 1 Ellie Ray From: Ellie Ray Sent: Wednesday, April 15, 2015 6:41 PM To: Frank Pohl Subject: SUB 201500049-62 Hydraulic Road Sidewalk- BLAs Attachments: CDP1_sub_ECR_SUB201500049-62_BLA.pdf; SUB201500049 thru 62-VDOT Comments- 4-13-15.pdf Frank, Please find attached my comments regarding the above referenced application. I have also attached VDOT comment. I am awaiting ACSA and Engineering review and will forward their comments, if any, once received. Feel free to contact me if you have any questions,concerns,or need further clarification. 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