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HomeMy WebLinkAboutSUB201700046 Review Comments Road Plan and Comps. 2017-07-17COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION 1601 Orange Road Culpeper, Virginia 22701 Charles A. Kilpatrick, P.E. Commissioner July 17, 2017 County of Albemarle Department of Community Development 401 McIntire Road CharIottesviIle, VA 22902 Attn: Bobby Jocz Re: Chesterfield Landing II -- Road Plans SUB -2017-00046 Review #3 Dear Mr. Jocz: The Department of Transportation, Charlottesville Residency Transportation and Land Use Section, has reviewed the above referenced plan as submitted by Shimp Engineering, revised 19 June 2017, and finds it to be generally acceptable. If further information is desired, please contact Justin Deel at 434-422-9894. A VDOT Land Use Permit will be required prior to any work within the right-of-way. The owner/developer must contact the Charlottesville Residency Transportation and Land Use Section at (434) 422-9399 for information pertaining to this process. Sincerely, Adam J. Moog, P.E. Area Land Use Engineer Charlottesville Residency VirginiaDOT.org WE KEEP VIRGINIA MOVING April 18, 2017 Bobby Jocz Page 2 A VDOT Land Use Permit will be required prior to any work within the right-of-way. The owner/developer must contact the Charlottesville Residency Transportation and Land Use Section at (434) 422-9399 for information pertaining to this process. Sincerely, Noj).1+1/-/ Adam J. Moore, P.E. Area Land Use Engineer Charlottesville Residency VirginiaDOT.org WE KEEP VIRGINIA MOVING . $e .Ya PROJECT MANAGEMENT sHimpCIVIL ENGINEERING `' LAND PLANNING ENGINEERING . k June 20, 2017 Adam J. Moore, P.E. Virginia Department of Transportation Regarding: SUB 2017 00046—Chesterfield Landing II—Road Plans Dear Mr. Moore, Please find attached 2 copies of the revised Site Development Plans addressing your comments dated June 13, 2017. The specific changes are outlined below. 1. Drainage calculations and details and the MOT plans must be included in the overall plan set. Drainage calculations have been added to sheet 21. MOT plans have been included on sheet 19 and 20. 2. Concerning MOT plans, the typical figures and notes from the Virginia Work Area Protection Manual must be used and included in the plans unless a custom MOT plan is being designed, in which case certification of completion of Advanced Work Zone Traffic Control is required of the designer. The typical figures and notes for the MOT plans [TTC-1.1,TTC-5.1 and TTC-23.1]from the Virginia Work Area Protection Manual have been included on sheet 16. 3. Complete the LD-204 table for structures B4 &B5. The structures B4& B5 were approved and constructed during Phase 1. 4. Please show all pipe intended to convey runoff from the ROW on the plan (E5-E4). Sheet 14 has been included in the plan set to show extents of pipe to E4. 5. There are multiple pipe flow velocities that exceed 10 fps. The Drainage Manual states that pipe velocities in excess of 10 fps are to be avoided. Pipe flow of 24 fps at B3 has been approved and constructed during Phase 1. Maximum pipe flow in Phase 2 occurs at E4 with a velocity of 15 fps. Because pipe will be constructed of HDPE and conditions will typically not be full-flow, the present velocities will not cause concern for pipe degradation or head loss. F If you have any questions please do not hesitate to contact me at your earliest opportunity at michael@shimp- engineering.com or Justin Shimp, P.E. may be reached at:justin@shimp-engineering.com or by phone at 434-953- 6116. Best Regards, Michael Chandler Shimp Engineering, P.C. 0PROJECT MANAGEMENT �' CIVIL ENGINEERING t <''" LAND PLANNING ENGINEERING I `.� June 20, 2017 Bobby Jocz Albemarle County Department of Community Development Regarding: SUB 2017 00046—Chesterfield Landing II—Road and Drainage Plans Dear Mr. Jocz, I have attached copies of the revised Site Development Plans addressing your comments dated June 5, 2017. The specific changes are outlined below. 1. [Application]Provide the owners signature on the Road Plan application. No signatures were provided. The agent's signature has been provided and the fee has been included. 2. [Sheet C7] Provide MH-1 and DI-3 details. The specified details were added to sheet C7. If you have any questions please do not hesitate to contact me at your earliest opportunity at michael@shimp- engineering.com or Justin Shimp, P.E. may be reached at:justin@shimp-engineering.com or by phone at 434-953- 6116. Best Regards, Michael Chandler Shimp Engineering, P.C. �a ®�r4<;,0,Ircnkt ��Rcain� COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 Road and Drainage plan review Project title: Chesterfield Landing Phase II Project file number: SUB201700046 Plan preparer: Justin Shimp [justin@shimp-engineering.com] Lauren Gilroy[Lauren@shimp—Engineering.com] Owner or rep.: Lucky Creek LLC. [N/A] Date Received: 17 Rev 2—May 10th,2017 Date of comments: Re. I - April 5''. 2(}1 Rev 2—June 5th,2017 Mr. Shimp, We have reviewed the plans and have the following comments, at this time the project is Denied: Engineering 1. [Application] Provide the owners signature on the Road Plan application.No signatures were provided. Rev 2—Not Addressed 2. [General] Ensure all object symbols are identified in the key or explicitly labeled on the plan sheets Rev 2 —Addressed. "stunuwate'. management details"sheet, C14, from the road plan submittal. Rev 2—Addressed. 4. [General] aphy should be field verified by the designer within the last year. Include the date of verification. Rev 2—Addressed. le the project number, SUB201700046, in the project title. Rev 2 —Addressed. les are incorrect, stated 1"=30' when the proper scale is 1"=20'. Please Rev 2—Addressed. 7. [all] Drainage plan to be reviewed with road plan submittal. Include stormwater pipe calculations provided with VSMP submittal. Ensure all structures evaluated in calculations are identified in pan and profile views. Rev 2—Addressed. label curb radii at entrance with Crozet Ave. Rev 2—Addressed. `:_ =gid C9] Indicate horizontal curve start and end points. Rev 2—Addressed. 10. [Sheet C8] Provide percent grades for all road segments. Rev 2—Addressed. 11. [Sheet C7] Provide CG-6,MH-1,DI-3, and ES-1 details. Rev 2—Partially Addressed.Still missing details for MH-1 and DI-3. Planning(Megan Yaniglos)—No Objection 1. The street trees and sidewalks should be bonded with the road plans. Rev 2 -Acknowledged Fire and Rescue(Robbie Gilmer)—No Objection I. No objection VDOT(Adam Moore)—Review 2 Comments Pending 1. This plan is generally incomplete as it lacks any detailed drainage information(calculations, drainage areas,profiles,etc.),typical roadway sections, and the required SSAR exception request (noted in the preliminary plat review). Drainage structures on the Phase 1 plan that will be affected by the Phase 2 plan should be analyzed as well. The attached checklists should be completed and submitted with the resubmission package. Provide page numbers for all items or clearly state why that item is not applicable. Also note that if an SSAR exception is granted,the approval letter should be included on the plans. 2. The proposed intersection sight distance lines have less than 6 inches of clearance along Route 240.Note that as-built sight distance will be a condition of entrance permit completion. 3. The minimum speed limit is 25 mph. 4. The line weights for the grid lines on the profiles make them nearly illegible. 5. Include the attached VDOT General and Traffic Control Notes on the plans. 6. Provide a maintenance of traffic(MOT)plan for the mill&overlay work on Route 240. 7. Provide the VDOT WP-2 detail on the plans Service Authority(Alexander Morrison)—Review 2 Comments Pending 1. Water and Sewer Construction Plan Review by the ACSA will be required. Submit 3 copies of the plan to the ACSA,ATTN: Michael Vieira,PE,along with water and sewer data sheets to start the review. 2. RWSA Wastewater Capacity Certification will be required. 3. Prior to final approval the ACSA will require dedication of Chesterfield Landing.A service abandonment in phase 1 is required as part of the dedication. Sincerely, Bobby Jocz Civil Engineer I COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 Road and.Drainage plan review Project title: Chesterfield Landing Phase II Project file number: SUB201700046 Plan preparer: Justin Shimp [justin@shimp-engineering.com] Lauren Gilroy[Lauren@shimp—Engineering.com] Owner or rep.: Lucky Creek LLC. [N/A] Date Received: Rev 1 - March 8c, 2017 Rev 2—May 10th,2017 Date of comments: Rei 1 l20 Rev 2—May 26th,2017 Mr. Shimp, We have reviewed the plans and have the following comments: Engineering 1. [Application]Provide the owners signature on the Road Plan application. No signatures were provided. Rev 2—Not Addressed 7; it yi'I i .,I l, . 1` I Rev 2—Addressed. Rev 2—Addressed. Rev 2—Addressed. Rev 2—Addressed. Rev 2—Addressed. Rev 2—Addressed. Rev 2—Addressed. Rev 2—Addressed. () !Shed I 1)1k,,"Iii i,Clit L`Id��. S iiri A 1C';l;i >c, '77'iCJll� Rev 2—Addressed. 11. [Sheet C7]Provide CG-6,MH-1,DI-3,and ES-1 details. Rev 2—Partially Addressed.Still missing details for MH-1 and DI-3. Additional Rev 2 Comments: . • . . , - I . • . - I I II • • U - ••t. 1 ' s s — • „• • I . • ill 1 •1 i . - . . . . • . 11 • • inggra ee sta ys.— TS Jr' Are" 014 �A►eg/ Planning(Megan Yaniglos)—No Objection 1. The street trees and sidewalks should be bonded with the road plans. Rev 2-Acknowledged Fire and Rescue(Robbie Gilmer)—NO Objection . No objection VDOT(Adam Moore) 1. This plan is generally incomplete as it lacks any detailed drainage information(calculations, drainage areas,profiles,etc.),typical roadway sections,and the required SSAR exception request (noted in the preliminary plat review). Drainage structures on the Phase 1 plan that will be affected by the Phase 2 plan should be analyzed as well. The attached checklists should be completed and submitted with the resubmission package. Provide page numbers for all items or clearly state why that item is not applicable. Also note that if an SSAR exception is granted,the approval letter should be included on the plans. 2. The proposed intersection sight distance lines have less than 6 inches of clearance along Route 240.Note that as-built sight distance will be a condition of entrance permit completion. 3. The minimum speed limit is 25 mph. 4. The line weights for the grid lines on the profiles make them nearly illegible. 5. Include the attached VDOT General and Traffic Control Notes on the plans. 6. Provide a maintenance of traffic(MOT)plan for the mill&overlay work on Route 240. 7. Provide the VDOT WP-2 detail on the plans Service Authority(Alexander Morrison) 1. Water and Sewer Construction Plan Review by the ACSA will be required. Submit 3 copies of the plan to the ACSA,ATTN: Michael Vieira,PE,along with water and sewer data sheets to start the review. 2. RWSA Wastewater Capacity Certification will be required. 3. Prior to final approval the ACSA will require dedication of Chesterfield Landing. A service abandonment in phase 1 is required as part of the dedication. Sincerely, - Bobby Jocz Civil Engineer I PROJECTMANAGEMENT ENGINEERING LAND PLANNING May 10, 2017 Bobby Jocz ��, Albemarle County 2 `� Department of Community Development Regarding: SUB 2017 00046—Chesterfield Landing II— Road Plans Dear Mr. Jocz, I have attached 8 copies of the Site Development Plans addressing your comments dated March 30, 2017. The specific changes are outlined below. 1. [Application] Provide the owners signature on the Road Plan application. No signatures were provided. 14 This will be provided as soon as possible. / 9'� ?`- 2. [General] Ensure all object symbols are identified in the key or explicitly labeled on the plan sheets. The plan has been reviewed to add symbols and labels to all objects. O lj QUI'. 3. [General] Remove the "stormwater management details" sheet, C14, from t e road plan submittal. This sheet has been removed from the road plan. 4. [General] All topography should be field verified by the designer within the last year. Include the date of verification. Q Justin Shimp recently visited the site to verify topography. This date has been added to the plans. 5. [Cover Sheet] Include the project number, SUB201700046, in the project title. The project title now includes the project number. pit< 6. [Sheet C4 & C5] Scales are incorrect, stated la =30' when the proper scale is la =20'. Please correct. The scales have been changed to 1"=20' on both sheets. 0)1-- • 7. [all] Drainage plan to be reviewed with road plan submittal. Include stormwater pipe calculations provided with VSMP submittal. Ensure all structures evaluated in calculations are identified in plan and profile views. Acknowledged. All structures are labeled. 9 .0 3 J_- ,yhr" ,k ti ji° 15 ciOr 101"°11) 8. [Sheet C4 and C9] label curb radii at entrance with Crozet Ave. Curb radii have been added.0// 9. [Sheet C8 and C9] Indicate horizontal curve start and end points. To make the curve start and end points more clear, the station number was added below each bearing label. 10. [Sheet C8] Provide percent grades for all road segments. The percent grade was added where missing. 11. [Sheet C7] Provide CG-6, MH-1, DI-3, and ES-1 details. The specified details were added to sheet C7. J2 3 pp-4 fr1/--°ow11 If you have any questions please do not hesitate to contact me at your earliest opportunity at lauren@shimp- engineering.com or Justin Shimp, P.E. may be reached at:justin@shimp-engineering.com or by phone at 434-953- 6116. Best egards, i ljeafilk Lauren Gilroy Shimp Engineering, P.C. COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION 1601 Orange Road Culpeper Virginia 22701 Charles A. Kilpatrick, P.E. Commissioner April 18, 2017 County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Attn: Bobby Jocz Re: Chesterfield Landing II — Road Plans SUB -2017-00046 Review #1 Dear Mr. Jocz: The Department of Transportation, Charlottesville Residency Transportation and Land Use Section, has reviewed the above referenced plan as submitted by Shimp Engineering, dated 3 February 2017, and offers the following comments: 1. This plan is generally incomplete as it lacks any detailed drainage information (calculations, drainage areas, profiles, etc.), typical roadway sections, and the required SSAR exception request (noted in the preliminary plat review). Drainage structures on the Phase 1 plan that will be affected by the Phase 2 plan should be analyzed as well. The attached checklists should be completed and submitted with the resubmission package. Provide page numbers for all items or clearly state why that item is not applicable. Also note that if an SSAR exception is granted, the approval letter should be included on the plans. 2. The proposed intersection sight distance lines have less than 6 inches of clearance along Route 240. Note that as -built sight distance will be a condition of entrance permit completion. 3. The minimum speed limit is 25 mph. 4. The line weights for the grid lines on the profiles make them nearly illegible. 5. Include the attached VDOT General and Traffic Control Notes on the plans. 6. Provide a maintenance of traffic (MOT) plan for the mill & overlay work on Route 240. 7. Provide the VDOT WP -2 detail on the plans. Please provide two copies of the revised plan along with the completed attached VDOT checklists and comment response letter. If further information is desired, please contact Justin Deel at 434-422-9894. Virginial)OT.org WE KEEP VIRGINIA MOVING