HomeMy WebLinkAboutSUB201500150 Review Comments 2015-10-05Short Review Comments Report for:
SUB201500150
SubApplication Type:
Glenmore K2C Phase 2 - Preliminary
Preliminary Plat
Date Completed:10/05/2015
Reviewer:Megan Yaniglos Planning
Review Status:Requested Changes
Reviews Comments:
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Date Completed:08/28/2015
Reviewer:Andrew Slack E911
Review Status:Requested Changes
Reviews Comments:The applicant should contact this office with a list of proposed road names for 'Road A', 'Road B',
'Road C', and 'Road D' before final approval is given.
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Date Completed:10/09/2015
Reviewer:John Anderson Engineering
Review Status:See Recommendations
Reviews Comments:
Correction:
Cul-de-sac Max. grade = 6%. –revised in CV. janderson2 10/9/2015 2:25 PM
1.Final Plat requires: Approved Road Plan; Approved VSMP; and DCR concurrence of
Planning recommendation of preliminary plat approval relative to state dam break inundation zone.
2.Plat (Note) states: “The finished floors of the proposed development will be located higher
than the inundation zone elevation.” With proposed grades, it appears that first floor elevations will
be above contour 304’. Proposed grading indicates that buildable space exists on each lot. Plans
show the state dam break inundation zone Elev. contour =304’ without variation, but County GIS
indicates dam break inundation zone varies, <304’ –308’. GIS may not reflect state dam break
inundation zone with exact precision. DCR review may yield more precise determination of dam
break inundation zone for TMP# 093A5-00-00-00100, but Final Plat, plans, proposed grading, and
design should accurately reflect County GIS state dam break inundation zone elevations. (Attached)
Engineering will not object to PPT provided: VSMP, Road, and Final Plat show lots above the state
dam break inundation zone for this parcel, for lots being platted, as shown on County GIS or at
elevations specified by DCR. VSMP, Road, and Engineering recommendation of Final Plat Approval
requires conformance with any DCR request for development plan revision (design shown on
preliminary plat) or recommendation required to avoid state dam break inundation zone elevations.
DCR may retain discretionary authority to determine state dam break inundation zones with
precision. DCR authority may supersede accuracy of GIS data. (Attached)
3.E-mail (10/8/2015 12:50 PM) states: “Design impacts preserved steep slopes at biofilter ‘B’.”
This is incorrect. Design/sheet 4, avoids and does not impact critical slopes.
4.Recommend Final Plat for Phase I/subsequent phases extend or limit street design to points
just beyond intersection radius returns so there is no question of temporary turnaround design. For
example, keeping Lots 18 and 38 with Phase II, but drawing phase II/III line at ROAD A Sta. 14+25±.
5.ROAD PLAN: Cul-de-sac Max. grade = 6% Max. (Road Plan review checklist/Road Plan
Application, check box item #3/p.7 –link:
http://www.albemarle.
org/upload/images/forms_center/departments/Community_Development/forms/applications/Road_Pl
an_Review_Application.pdf )
6.ROAD PLAN: Design must ensure K sag =15, K crest =5.
7.ROAD PLAN: Include ditch calculations (see Collins Engineering ROAD PLAN, Glenmore
K2C).
8.VSMP: SWM Facility design appears feasible. Recommend obtain permit for all BMPs as
DRAFT 2013 bioretention design specifications (if adopted) will affect VSMP design and approval,
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Page:1of2 County of AlbemarlePrinted On:January 04, 2016
and perhaps Lot design.
9.VSMP: 9VAC25-870-66.B.3 Applies –Demonstrate channel protection, Energy balance.
10.VSMP: Reference Proffer (Approved 14-Nov 2007, ZMA200600016) item #6 with ESC Plan
design.
11.VSMP: Provide SWM/BMP Facility Access to each stormwater management facility.
12.VSMP/Final Plat: Provide Private SWM/BMP Facility Easements that record with Plat.
janderson2 10/9/2015 1:57 PM
Date Completed:09/30/2015
Reviewer:Jay Schlothauer Inspections
Review Status:No Objection
Reviews Comments:Based on plat dated August 24, 2014.
No comments or conditions.
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Date Completed:10/05/2015
Reviewer:Alexander Morrison ACSA
Review Status:Requested Changes
Reviews Comments:
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Date Completed:10/02/2015
Reviewer:Shelly Plaster VDOT
Review Status:No Objection
Reviews Comments:
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Date Completed:10/01/2015
Reviewer:Jay Schlothauer Inspections
Review Status:No Objection
Reviews Comments:This review was mistakenly directed. It actually applies to SUB 2015-156.
The "No Objection" review of August 28, 2015, is valid.
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Date Completed:10/02/2015
Reviewer:Robbie Gilmer Fire Rescue
Review Status:Requested Changes
Reviews Comments:Based on plans dated 8/24/15.
1. Hydrant spacing shall be 500' per travelway.
2.Fire flow test required before final approval.
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Date Completed:10/31/2015
Reviewer:Robbie Gilmer Fire Rescue
Review Status:No Objection
Reviews Comments:Based on plat dated 9/25/15.
No comments or objections.
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Date Completed:11/04/2015
Reviewer:Megan Yaniglos Planning
Review Status:Administrative Approval
Reviews Comments:
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Page:2of2 County of AlbemarlePrinted On:January 04, 2016