HomeMy WebLinkAboutSDP201800003 Review Comments Final Site Plan and Comps. 2018-06-04County of Albemarle
Department of Community Development
Memorandum
To:
Patricia Saternye
From:
Emily Cox
Date:
07 Feb 2018
Rev 1:
04 June 2018
Subject:
Hansen Road Church — Final Site Development Plan (SDP201800003)
The final site development plan for Hansen Road Church has been reviewed by Engineering. The
following comments will need to be addressed before approval:
1. WPO Plan must be submitted and approved before final site plan can be approved. Rev. 1:
Comment still valid.
2. Please ensure the professional seal is signed and dated. Rev. 1: Comment addressed.
3. Provide details for the proposed retaining walls. Rev. 1: Comment still valid.
4. Provide drainage easements for all pipes carrying water offsite. Easements will need to be recorded
before plan can be approved. Rev. 1: Comment still valid — Plat is under review/
5. Parallel parking spaces should be 9'x20', not 8'x20'. (County Code Chapter 18- 4.12.16) Rev. 1:
Comment addressed.
6. Show pavement markings required throughout the site (stop bars, one-way at the drop-off area,
etc.) Rev. 1: Comment addressed.
7. Provide a road section detail. Pavement sections were provided, but not road sections. Rev. 1:
Road cross section not provided. Pavement section detail was provided.
8. Ensure proposed tree protection locations are shown on the demolition sheet. Rev. 1: Comment
addressed.
9. 2:1 Slopes should be avoided wherever possible. The landscape plan does properly specify the
required ground cover, but please ensure the WPO Plan also specifies this. Rev. 1: Comment
addressed.
10. Please show the acreage and c-factors for each drainage area on sheet C-11. Rev. 1: Comment
addressed.
11. Where is Ex. DI-7? The note on Sheet C-I I says concrete flume to Ex. DI-7, but it is not labeled.
Rev. 1: Comment addressed.
12. Velocity in storm drains should be kept below 10 ft/s if possible.( Per the VDOT drainage manual,
section 9.4.8.7, velocities in excess of 10ft/s should be avoided) Rev. 1: Provide specification or
recommendation showing that pipes/system can handle such excess velocity.