HomeMy WebLinkAboutSDP202200002 Review Comments Final Site Plan and Comps. 2022-03-04 (2)Albemarle County
Service Auth♦rity
Serving 6 Conserving
March 4. 2022
Bohler
Attn: Mr. Ryan Yauger, P.E.
9100 Arboretum Pkwy, Suite 360
Richmond, Virginia 23236
Re: RST Residences
Dear Mr. Yauger:
We have reviewed the plans entitled "RST Residences," dated January 10, 2022.
The following comments need to be addressed.
General
1. ACSA is evaluating what will be credited for connection fees. Provide number of
existing trailers on the site.
2. Provide fixture counts for each building to confirm meter size.
3. Provide building numbers on utility plan.
4. Provide easement around water service lines and ACSA meters.
5. Recordation of offsite sewer easement will be required prior to utility plan
approval. Submit draft deed to ACSA for review and approval.
6. Provide 3 hard and PDF copies to ACSA, Attn: Richard Nelson for review.
7. Remove the following sheets from the ACSA submission: C305-C310, C-700-C-
702, C710-C714.
8. Confirm if each attached unit will have separate owners. If these units will be
sold off, individual meters will be required.
9. RWSA sewer capacity certification will be required. Provide the projected
construction start and finish, and the projected daily sewer flow.
10. RWSA approval will be required prior to plan approval.
Sheet C-200
1. Callout existing water meter along Rt. 29 to be abandoned.
Sheet C-501
1. Provide 10x20-feet easement around hydrants typ.
2. Relocate meters outside of sidewalks typ.
3. Refer to TD-12 "Typical Meter Service Line" for service line diameters.
4. Relocate MH A-80 to the turn circle.
Sheet C-502
1. Recenter proposed sewer easement around MH A-41.
2. Remove bends and deflect water main near the Ashwood Blvd. entrance.
168 Spotnap Road - Charlottesville, VA 22911 - Phone (434) 977-4511 - Fax (434) 979-0698
www.serviceauthority.org
3. A different location for the proposed meters, presumably meter vaults, for the
attached units will need to be found.
4. Building along Travelway B does not have a meter shown. Have this meter
come off of the main leading to the hydrant.
5. Proposed hydrant should be min 40-feet from building.
SheetC-503
1. Shift water main to center of wheel path typ (i.e. Travelway A).
2. Remove pavers from ACSA easement.
3. Relocate A-31 outside of sidewalk.
4. Relocate valve boxes outside of sidewalk typ.
SheetC-703
1. Remove proposed trees from ACSA easements. See attached acceptable
plantings list with ACSA easements.
SheetC-804
1. Sewer laterals should tie into bench of manholes typ.
2. It appears A-80_A-41 can be shallowed.
3. Tie segment A-40_A-30 at bench of A-30.
4. Add note that 95 percent compaction is required for sewer segments in fill areas.
SheetC-805
1. Water main crossings should be on top of storm sewer crossings typ.
If you have any questions concerning this review feel free to call at (434) 977-
4511, Ext. 113.
Sincerely,
Richard Nelson
Civil Engineer
RN/dbh
Attachment
050601 RSTResidences CommentLetter03O422