HomeMy WebLinkAboutSUB201800171 Review Comments Road Plan and Comps. 2019-08-01COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902-4596
Phone (434) 296-5832 Fax (434) 972-4126
Project:
Plan preparer:
Owner or rep.:
Plan received date:
(Rev. 1)
(Rev. 2)
(Rev. 3 /3 a)
Date of comments:
(Rev. 1)
(Rev. 2)
(Rev. 3 /3a)
Reviewer:
SUB201800171
Road Plan review
Lewis and Drive Road Extension — Road Plans
Jonathan Showalter, Timmons Group f onathan.showalter(&timmons.com]
608 Preston Ave., Suite 200 / Charlottesville, VA 22903
University of Virginia Foundation / P.O. Box 400218
Charlottesville, VA 22904 [tmarshall@uvafoundation.com]
24 Sept 2018
20 Dec 2018 (bluebeam digital)
27 Mar 2019 (bluebeam digital)
5 Jul 2019 (bluebeam digital)
Rev. 3a: Timmons email: 8/1/2019 9:32 AM
29 Nov 2018
8 Jan 2019
14 Apr 2019
31 Jul 2019 / 1 Aug 2019 — No objection
John Anderson
1. C4.4-C4.5: Provide cross drains with VDOT designations (CD-1,2) at every major cut and fill transition or
sag curve (Ref. Road Plan review checklist, pg. 4, item #6). (Rev. 1) Not Addressed. CD-1,2 does not
appear to be shown in roadway profiles on C4.4, C4.5. (Rev. 2) Partially addressed. Asfollow-up: Please
review profile and provide cross drains at every major cut and fill transition, and sag curve. For example:
Sta. 22+35.47 (Low Point), 31+00, 32+25, 36+50 (transitions), 47+42.27 (Low Point), and 49+80. (Rev. 3)
Addressed.
2. C4.3: Provide Street Name sign. (Rev. 1) Addressed.
3. C4.3: Label stop bar. (Rev. 1) Addressed.
4. C4.1: Revise striping legend to include prop. directional arrow. (Rev. 1) Addressed.
5. C3.0 - C3.5: Remove erosion and sediment control notes, sequence, details, and plan sheets, since these
will be reviewed and approved with WP0201800073. (Rev. 1) Addressed.
6. C2.0: Increase pitch of contour labels, so readable at scale of typical existing features. (Rev. 1) Addressed.
7. C1.0: Include ref. to WP0201800073 with General Construction Notes for Erosion and Sediment Control,
and Albemarle County Stormwater Management Notes. (Rev. 1) Addressed.
8. Show /include Albemarle County Public Road Acceptance Procedure on Road Plans; link:
http://www.albemarle.org/upload/images/forms_center/departments/Community Development/forms/Engin
eering_and _WPO_Forms/Road _ Inspections_& Acceptance- Public_ Road_ Acceptance_ Procedure_ 07-
26-2012.pdf (Rev. 1) Not addressed. Please remove Construction Record Drawings (As -built) for VSMP
and include .PDF (Public Road Acceptance Procedure) listed at link, above. (Rev. 2) Addressed.
9. Show /include (MH) step detail, if not included. (Rev. 1) Not addressed. If added to sheet C1.1, cannot
locate. (Rev. 2) Addressed.
10. Show /include VDOT safety slab detail, if not included. (Rev. 1) Not addressed. If added to sheet C 1. 1,
cannot locate. (Rev. 2) Addressed.
Engineering Review Comments
Page 2 of 3
11. Provide pavement design based on full build -out ADT. (Rev. 1) Not addressed. Applicant response (Rev.
1, 2): `Acknowledged. Pavement design will be provided when available.' (Rev. 2) Not addressed.
Comment persists. (Rev. 3) Partially addressed. As follow-up: If full build -out ADT listed on plans, please
explain where. Confirm total build -out ADT < 11,000, which appears approximate upper limit for proposed
heavy duty asphalt pavement section. See plan sheet C1.1, attached .xls & VDOT Pavement Design Guide.
If ADT >11,000, provide pavement design sufficient to meet proposed ADT at full build -out; recommend
list ADT on plan sheet C0.0. (Rev. 3a) Addressed. Timmons email, 8/1/2019 9:32 AM: `Per the Kimley-
Horn traffic study attached, the anticipated total build -out volume of the site in 2047 on Lewis & Clark
Drive will be approximately 7,500 ADT.'
12. C0.0 -Revise index (ESC sheets removed). (Rev. 1) Partially addressed. As follow-up: Please revise
index to remove sheet C9.0, which is included and bonded with the VSMP/WPO plan. (Rev. 2)
Addressed.
13. XS-27 — XS-36: VDOT (11/8/18) review comment #5: "The provided typical sections appear to have gutter
in sections that slope away from the curb and CG-2 in sections that slope toward the curb. Please explain."
Code requires curb and gutter (shall be constructed with) in the development areas. Revise design for all
stations with shoulder and ditch sections. Ref. VDOT Subdivision Street Design Guide, Appendix B(1),
Table 1, Geometric Design Standards for Residential and Mixed Use Subdivision Streets, which applies to
Lewis and Clark Road Extension. (Rev. 1) Addressed. Applicant response: `The road has been designed
with superelevation in accordance with TC-5.11, 45 MPH Urban Low -Speed design standards. This causes
some sections of the road to slope towards the center median. Inlets have been provided along the median
where required. The current design allows for the construction of the western two lanes of the future 4
lanes full road section with a center median. Curb and gutter have been provided in all locations where it
will also be necessary for the final 4 lane condition. Curb and gutter has been excluded along some sections
of the road which will need to be modified for the future 4 lane widening. In the future, 4 lane condition
curb and gutter or curb will be provided on both sides of the final road.'
(14-410.H., text image, below) [image deleted with Rev. 3 comments]:
Parcel is located in development area zoned Planned Development Industrial Park dark blue image belo..
[image deleted with Rev. 3 comments].
C8.2:
14. Provide detail and specifications for pipe and MH bedding for sections of storm system entirely or
substantially in fill. For example: structures 207, 205, 203 (pipes), and 206, 204 (MHs), 231 (pipe, C8.1),
255, 221 (pipes, C8.3). (Rev. 1) Addressed.
15. Revise 16.96% slope, Str. 201. See Drainage Plan Review checklist, pg. 2, 31 item. (Rev. 1) Addressed.
Link:
http://www.albemarle.org/upload/images/forms_center/departments/Community Development/forms/Engineeringtand
WPO Forms/En ing eerina Review Drainage Plans Checklist lDec20l4.12df
From VDOT Drainage Manual:
9.4.8.7 Maximum Grades
Slopes that incur uniform Flo ess of 10 f ould be avoided because
of the potential for ab asion. Slopes in excess of 16% are n eferred because of the
need for archer blocks. When anchor blocks are used, they should be installed at
every other pipe joint, as a minimum. {See Special Design Drawing No. A-73 and MA-
73 for Anchor Details for Concrete Pipgj
16. Provide '/z" steci plate in the bottom of manholes, wherever applicable. (Rev. 1) Addressed.
From VDOT Drainage Manual, p. 9-38, image below [image deleted with Rev. 3 comments]:
17. Provide VDOT safety slab label for any structure/s with height greater than 12% Str. 202, for example.
(Rev. 1) Addressed.
18. Provide safety slab detail (SL-1); provide MH safety step detail. (Rev. 1) Not addressed. Also, see 9, 10,
above. (Rev. 2) Addressed.
19. New: Please revise plan title to include reference to SUB201800171. (Rev. 3) Addressed.
Engineering Review Comments
Page 3 of 3
Ifyou have questions, please contact me atjanderson2(&albemarle.org or at 434.296-5832 -0069.
Thank you for your help and patience.
J. Anderson
SUB201800171 Lewis and Clark Drive Road Ext 080119 rev3a