HomeMy WebLinkAboutSDP201800028 Review Comments Major Amendment, Final Site Plan 2018-07-09COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902-4596
Phone (434) 296-5832 Fax (434) 972-4126
Site Plan review
Project: Flow Automotive — Major Site Plan Amendment
Plan preparer: Scott Collins; Collins Engineering [200 Garrett St., Suite K, Charlottesville, VA
22902, scott(cDcollins-en in�g com]
Owner or rep.: Janice S. Linkous, 2205 Shepherds Ridge Road, Charlottesville, VA 22901
Plan received date: 25 Apr 2018
(Rev. 1) 27 June 2018
Date of comments: 31 May 2018
(Rev. 1) 9 Jul 2018
Reviewer: John Anderson
Project Coordinator: Christopher Perez
SDP2018-00028
General — Items 1.-3. required prior to Site Plan Approval
1. VSMP plan must be approved and bonded. (Rev. 1) Acknowledged.
2. Off -site Sanitary Sewer Easement must be acquired and recorded. (Rev. 1) Acknowledged.
3. SWM Facility Deed of Dedication, and SWM Facility Maintenance Agreement must be recorded.
(Rev. 1) Acknowledged.
Sheet 3
4. Label /number the existing stormwater structures and pipes, sheets 3, 4, 5. (Rev. 1) Addressed.
5. Provide SWM facility easement for underground detention. Confirm sufficient easement width.
Reference Albemarle County Design Standards Manual, p. 15, image, below: (Rev. 1) Addressed.
Asfollow-up: Provide additional (1 — 2) labels with leader lines identifying SWM /drainage easements.
6. Revise Note #4 (top left) to read: `Customer parking spaces must be 10' wide along 20' aisles, or 9'
wide along 24' aisles.' (Rev. 1) Addressed.
7. Revise label near west end of UG detention to read `Proposed Heavy -Duty Asphalt for Drive Aisle
Pavement, See Detail, Sheet 9.' (Rev. 1) Addressed.
8. Note: Although ACSA will comment, proposed 2" service lateral with 1" water meter appears a
mismatch. (Rev. 1) Addressed.
9. 4' walkway width near west end lower level entry is insufficient; minimum walkway width is 5'.
Please revise. (Rev. 1) Addressed. Note: this area is a transitional vehicular apron between asphalt
parking lot and concrete garage floor, not a sidewalk.
10. Indicate /show trench drain outfall /daylight location. (Rev. 1) Addressed.
11. Provide stop bar and `STOP' pavement marking, or stop sign for front /North parking area at Int. with
internal travelway. (Rev. 1) Addressed.
Sheet 4
12. Provide east -side front entrance sidewalk terrain contours labels. (Rev. 1) Addressed.
Engineering Review Comments
Page 2 of 2
13. Ensure sidewalk slope does not exceed 5%. (Rev. 1) Addressed. Exception exists for sidewalk that
abuts and existing condition /drive aisle with slopes in excess of 5%.
14. Extend and label terrain contours at least 50' beyond property line to south and west. (Rev. 1)
Addressed.
15. Provide additional top /bottom wall elevations, west -side building, to aid review and construction.
(Rev. 1) Addressed.
16. Confirm retaining wall /seat wall maximum height (recommend Note). (Rev. 1) Addressed.
17. State building code requires building permits when a wall retains three (3) or more feet of unbalanced
fill. Albemarle County Building Inspections Division requires engineered design when wall is four (4)
or more feet in height, in addition to a building permit. Please submit engineered design /building
permit application, if needed. (Rev. 1) Addressed.
Sheet 5
18. As discussed on 29-May 9 (FGM-JA), please review HGL and Underdrain descriptions table. Invert
and water surface Elev. for pipe 21, for example, are confusing. Additional Engineering SP review
comments possible if table values change. Please review and ensure all table values are accurate.
(Rev. 1) Addressed.
19. Please label existing storm structures and pipes on sheets 3, 4, and 5 (1, 4, 8, 10, 15, 22, etc.). (Rev.
1) Addressed.
Please feel free to call if any questions: 434.296-5832 —x3069
Thank you
SDP201800028-Flow Automotive MIA 053118 revl 070918.doc