HomeMy WebLinkAboutSUB201500202 Review Comments Road Plan and Comps. 2016-03-23COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902-4596
Phone (434) 296-5832 Fax (434) 972-4126
Project:
Road Plans for Carroll Creek Road
Plan preparer:
Lauren Gilroy/Justin Shimp, Shimp Engineering, 201 E. Main St.
Suite M, Charlottesville, VA 22902 [iustin(a-)shimp-en ine eering com]
Owner or rep.:
Glenmore Partners LLC, P.O. Box 645, Charlottesville, VA 22902
Plan received date:
2 Nov 2015
(Rev. 1)
9 Feb 2016
Date of comments:
30 Nov 2015
(Rev. 1)
23 Mar 2016
Reviewers:
Justin Deel (initial)
John Anderson
SUB201500202
1. There are two C5 sheets. Each provides useful information. Label one C5A.
2. Sheet C6 is missing. Please include.
C4
3. Show grading required to construct horizontal curve west of Carroll Creek.
4. Continue/extend guardrail on south side of Carroll Creek crossing west (upslope) as a barrier to prevent
vehicle runoff into existing lake.
5. Label ditches; reference ditch detail.
6. C4/C5 —Recommend label RW lines.
C5
7. Provide 15 mph speed limit signs (5mph < design speed). Locate speed limit signs on plans.
8. Provide VDOT CD -1 at station 13+08.87.
9. Provide warning -`curve ahead' signs at both approaches, east -west, to crossing. Three horizontal curves do
not meet 200' R VDOT standard (125', 150', 175'). Provide design rationale, a written justification.
10. Dark line type (triangle -diamond) distance -bearing lines confuse; their purpose is unclear. What do these
lines signify? Recommend remove if not needed. If distance -bearing lines remain, please label/clarify.
11. Recommend shift bearing -distance text (see #9) to clearly reveal horizontal curve PC/PT labels.
12. Culvert profile references standard wing wall, see details, but details not provided. Provide details.
13. Waterline profile —show culvert in road fill section, in this profile.
14. Provide ADT Calculationibasis of ADT. Provide Dr, Dr. Ref VDOT Pavement Design Guide, 2014. [If
ADT =750; Dr =13.76; Dp =14.85 —sheet C7]
15. C7 —Provide typical road section at culvert, a section with trail, steep slopes, nominal shoulders, no ditches.
16. Please cross-reference with VSMP/WPO comments, as several WPO comments may inform RP design.
17. 30 -Nov comment #2 restated: Please provide valid USACE, DEQ, and Virginia Marine Resources
Commission Permits. VMRC permit #15-0200 is based upon a 2 -line design, and may require amendment.
Thank you / 434.296-5832 —x3069
File: SUB201500202 Carroll Crk Road -RP 032316revl