HomeMy WebLinkAboutSUB201500102 Review Comments Preliminary Plat 2015-09-29�pF A
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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:
Dunlora V, Preliminary Plat
Plan coordinator:
Ellie Ray
Plat /Plan preparer:
Craig Kotarski, Timmons Group, 919 2" d St. SE, Charlottesville, VA 22902
crai g. kotarski(ib tmmons. com
Owner:
Valerie M. Shepherd, 26 Clifton Terrace, Weehawken, NJ 07086
Applicant:
Milestone Partners, 300 2 °a St. NE, Charlottesville, VA 22920 —
lj(a milestonepartners.com
Plan received date:
22 Jun 2015
(Rev. 1)
14 Sep 2015
Date of comments:
22 Jul 2015
(Rev. 1)
29 Sep 2015
Reviewer:
John Anderson
Preliminary Plat (SUB201500102)
(A plat is a record of property division or reservation. Code Chapter 14)
1. Road cross section, CLO, is a bit confusing. R/W width appears to be =45'. Agree with markup comment
to extend 1' beyond sidewalk, which, at this point, gives RW =47'. (Rev. 1) Addressed.
2. C1.2 /C1.0 — Correlate Site Land Cover Summary, 0.80 Ac. FOREST with Preserved Woods and Open Space
Exhibit. Unclear if (exhibit) preserved woods /open space exactly matches 0.80 Ac. spreadsheet value. A
label would be helpful since correlation is difficult. Also, 0.80 Ac. value affects water quality 2.89 lb /yr
phosphorus load reduction. This acreage must be conserved. Provide preservation/conservation easements
for 0.80 Ac. on sheet C1.2. (Rev. 1) Addressed. Ase follow-up: Ensure C1.2 Conservation Easement Areas,
if identical with Open Space, C1.2 (53,329 SF; 1.22 Ac.) match Preserved Woods and Open Space Exhibit,
C 1.0 (0.605 Ac).
3. C1.2 -22' FC/FC appears insufficient. Ref. Road Design Manual, Appendix B, Subdivision Street Design,
Sec. B -4, B. Pavement Width, 3_c.-
C. Sufficient off- street parking shall be provided to accommodate normal
demand for vehicular parking space but not less than three such spaces,
exclusive of any garage for a single - family residence, shall be provided in
the proximity of the dwelling unit they are intended to serve. On- street
parking on adjacent streets shall only be considered for properties located
on corner lots.
Driveways cannot accommodate 3 vehicles /dwelling. Min. width =28' FC /FC, GS -SSR, Table 1. (Rev. 1)
Addressed.
4. C1.2 — Please ref. ACDSM for cul -de -sac detail, paved/unpaved center, and note ACF &R request for 96'
cul -de -sac (48' radius). (Rev. 1) Not addressed. Please email reviewer information that confirms that
VDOT, Fire Marshal, and Albemarle County Schools accept proposed ROAD A 30'R cul -de -sac.
5. C1.2 —Ref. ACDSM, 7.F., schematic, p. -20 — "T" -type turnarounds and branch type turnarounds have been
discontinued. Please revise design, west end Road B. (Rev. 1) Not Addressed. —ref ACDSM schematic:
Engineering Review Comments
Page 2 of 3
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T -type turnarounds and branch -type turnarounds
have been distohlonued, as onrlelleclrve. Poor
construction dnveways and parking have made
them n:nelleclive_
Alt dimensions are subject to approval by the
Department of Fore and Rescue.
• 25' radii added by the County
6. C1.3 —With request for 96' cul -de -sac, UG Detention system at Int. Road A/B appears problematic.
Additional comments will be made with VSMP review. VDOT comments on SWM facilities within public
RW are relevant. VDOT will likely prohibit SWM facilities within RW. Also, schematic (plat) plan view
shows UG system touching sidewalk. Increase distance to improvements. Provide Private Drainage
Easement on Lot 9 based on trench side -slope required to excavate or replace the UG system in the future.
(Rev. 1) Addressed.
7. C1.3 — Provide a defined swale on south and west sides of Lot 20. On S side, slight contoured channel ends
at 466'. Define and extend swale with reasonable depth/dimension toward street. Provide yard inlet,
drainage grades to protect structure at Lot 20. (Rev. 1) Addressed.
8. VSMP, road plan approval required prior to Final Plat Approval; roadNSMP plans are under concurrent e-
review. (Rev. 1) For reference.
9. VSMP Approval requires documentation of off -site nutrient credit purchase prior to approval. Ref.
9VAC25- 870 -69 / §62.1- 44.15:35 —
E. Documentation of the applicant's acquisition of nutrient credits shall be provided to the VSMP authority and
the Department in a certification from the credit provider documenting the number of phosphorus nutrient
credits acquired and the associated ratio of nitrogen nutrient credits at the credit- generating entity. Until the
effective date of regulations establishing application fees in accordance with § 62.1- 44.19:20, the credit
provider shall pay the Department a water quality enhancement fee equal to six percent of the amount paid by
the applicant for the credits. Such fee shall be deposited into the Virginia Stormwater Management Fund
established by § 62.1 - 41.15:29.
(Rev. 1) For reference.
10. New: West end Road B: south edge of road between C &G and PL is not defined. Define EP. Also: to
grade on TMP 62F -E2 require construction easement (ref. proposed contours). Provide easement.
Thank you.
Please call if any questions.
Sincerely, John Anderson
ACCD — 434.296 -5832 ext 3069
Engineering Review Comments
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SUB201500102 Dunlora V _ppt_092915revl