HomeMy WebLinkAboutSUB201900058 Correspondence 2021-02-08® COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE VA 22902
( 434.293.3719 PH 434.293.2813 FX
www.colf ns-engineeringxom
January 27, 2021
Emily Cox, PE
Department of Community Development
401 McIntire Road
Charlottesville, VA 22902
RE: Pleasant Green Connector Road Plan (SUB 201900058)
Thank you for the comments dated January 15`^ (from Engineering and VDOT) and the various department approvals (Planning, Fire
and Rescue, GIS, ACSA and ARB) on the above referenced project. Below are detailed responses to the remaining comments. The
applicant kindly requests you review this information and forward this letter and the plans to VDOT for their review and approval.
Engineering (Emily Cox)
1. This comment is acknowledged. WPO 201900027 plan approval is required prior to this plan's approval.
' — "---ents previously addressed, or will be addressed with the WPO plan.
VDOT (Max Greene)
1. a. Albemarle County is currently reviewing a CLMOR for the floodplain alteration.
b. Albemarle County is currently reviewing the CLMOR for the floodplain alteration. The HEC-RAS analysis report
concludes that the proposed connector road will be adequately protected from flooding.
Additional comments from S&B to be addressed prior to acceptance into the State inventory
c. i.Two labels, boxed in the center portion of sheet 3, label the 'Proposed Public VDOT Right -of -Way'.
ii. A boxed 'Culvert Note' in bold in the upper right portion of page 3 has been added to sheet 3. The boxed culvert
note reads The VDOT minimum standards have been followed for the proposed box culvert design, through the box
culvert will be precast'.
III. The shop drawings (provided by others) have been corrected to match Collins Engineering's plans.
iv. The 'Culvert Note' referenced above is also shown on sheet 5.
v. The 'Culvert Note' referenced above is also shown on sheet 5A.
d. i.The shop drawings (provided by others) have been corrected to match Collins Engineering's plans.
ii. The shop drawings (provided by others) have been corrected.
2. Collins Engineering's sheet 7 has been updated to show the storm sewer crossings with the box culvert. The minimum
recommended separation of 15" is provided.
3. The requested geotechnical report has been provided with this submittal.
4. This comment is acknowledged. An easement plat has been submitted for the proposed right-of-way.
5. This letter has been provided to address this comment.
Should you have any questions during your review and approval of this plan, please feel free to contact Scott Collins at
scottCa)collins-engineering.com or Graham Murray at grahamCnlcollins-engineering.com.
Sincerely,
Scott Collins, PE