HomeMy WebLinkAboutSDP200500094 Review Comments 2005-09-28 (2)o F.;
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902 -4596
Phone (434) 296 -5832 Fax (434) 972 -4126
Project:SDP 2005 -094, University Village Phase III, Final Site Plan
Plan preparer:Mr. Eric Woolley, PE, The Cox Company fax 434.295.7540)
Owner or rep.:Mr. David Turner, MD Development, LLC fax 434.972.7769)
Date received:19 September 2005 (plan date 12 September 2005)
Date of Comment: 28 September 2005
Lead Engineer:Allan Schuck, Engineer
The final site plan for University Village Phase III, received on 19 September 2005, has been reviewed.
The engineering review for current development will recommend approval of the final site plan when the
following items are adequately addressed:
A. Final site plan comments: (Allan Schuck)
1. Please provide a signed and dated professional seal on the computations. [18- 32.6.1]
2. Please revise Note J on Sheet C -1.0. The pavement width is not specified in typical section.
3. Please show and label all applicable traffic control signage. [18- 4.12.15f]
4. The invert elevations at STR -5 on the profiles do not match the elevations on plan sheet C -4.0.
5. Please show the outfall elevations for STR -1 outfall on plan sheet C -4.0. [18- 32.6.6d3]
6. The outfall area at Point 1 cannot be approved as shown. The water velocity exceeds 10 ft /sec and
comes out of the pipe onto a 2:1 riprap slope. The designer will provide the type of velocity
dissipation appropriate for velocity, pipe size, and discharge and site conditions. [DM505E7 &8]
7. Please show the entire pipe drainage system and computations for the eastern reach. The system
needs to handle the 10 -year storm and address MS -19 concerns. [18- 32.6.6d1, 32- 6.6d3]
8. The drainage computations for the eastern reach do not have correlating drainage areas shown on
the plans. [DM909.1 A(1)] The computations were not reviewed for the eastern reach pipes.
9. Structure #8 needs to provide 100% capture to eliminate drainage getting to Crestwood Drive or
provide additional information on downstream structures. [DM505G4]
10. Please show the pipe and structure on the plan sheets that correlate to Pipe 1 on Page 1 of the
eastern reach computations.
11. Please show inlet shaping for most of the structures because the flow drop exceeds 4 feet. Please
refer to VDOT standard, IS -1, Road & Bridge Standards, Volume 1. [DM505E9]
12. The pavement detail, shown on Sheet C -7.0, needs to be referenced on Sheets C -4.0, C -5.0, C -6.0.
13. Additional comments and /or conditions may be forthcoming, on the review of future submittals,
due to the changes required for this plan submittal.
B. Stormwater management plan comments: (Allan Schuck)
Reviewed under WPO- 2005 -00074
14. The SWM plan for this project has been submitted by the applicant. It is under review.
C. Erosion and sediment control plan comments: (Allan Schuck)
Reviewed under WPO- 2005 -00074
15. The E &SC plan for this project has been submitted by the applicant` It is under review.
Items B and C need to be completed before a grading permit can be issued for this project.
Copy: SDP - 2003 -00086 (Eng. File 2526) — Preliminary site plan file
File: EI_fsp_ ADS_05 -091 University Village Phase 111