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Home My WebLink AboutSDP201900035 Review Comments Major Amendment, Final Site Plan 2019-07-14COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 972-4126 Site Plan review Project: Stonefield Block G, Major Plan preparer: Herb White, P.E., Pres., WW Associates / 3040 Avemore Square Place Charlottesville, VA 22911 [ hwhitegwwassociates.net ] Owner or rep.: OCT Stonefield Property Owner, LLC, 230 Royal Palm Way, Suite 200 Palm Beach, FL, 33480 [ odesai(a-)oconnorcp.com ] Plan received date: 3 Jun 2019 Date of comments: 14 Jul 2019 Reviewer: John Anderson Project Coordinator: Tori Kanellopoulos SDP2019-00035 C-1 1. Recommend revise site plan title to include SDP201900035. C-5 2. Remove sheets C-7 thru C-10 (ESC-related, VMP Analysis Area). Revise index. 3. Provide dumpster /dumpster pad, if site requires solid waste disposal. 4. Provide concrete pad (section) detail and gate /enclosure details if on -site dumpster proposed. 5. Site constraints present design challenge (18-5.1.60, 18-4.12.15, 18-4.12.17): a. 4.12.15.d.: Provide 100' sight distance (show sight line) from HC parking space near SE corner of proposed building in direction of drive-thru /bypass lanes. Proposed design does not provide Min. 100' sight distance. b. 4.12.17.c.2.(a): Provide 16' bypass width. c. 4.12.13.b. Revise (assumed) loading space on west side of building so that truck, when reversing, does not impede site vehicular circulation. Note: Reversing from the loading space is a blind maneuver with proposed design. d. Label loading space. e. Eastern -most of four parallel parking spaces on south side of site does not allow a driver to pull forward parallel with the next (non-existent fifth space) to east to properly position a vehicle prior to performing reverse maneuver required to park a typical vehicle in a standard 20' parking space. Larger vehicles (light duty trucks /SUVs) may require even more space. Revise design so that each parallel space may be utilized, else stripe or remove eastern -most parallel parking space. f. 18-5.1.60 — Drive-thru window i. 5.1.60.c.: Engineering defers to Planning whether site zoning (NMD) triggers 50' minimum separation: drive -through lane to RA, or any planned development district allowing residential uses. ii. Note: ZMAs for parcel predate 18-5.1.60 (Eff. 3-2-16). Exhibit A, ZMA2001-00007 and subsequent ZMAs do not appear to propose a use with a drive-thru aisle. This may be a first proposed drive-thru use on this parcel, or at Stonefield. Engineering defers to Planning which drive-thru standards apply in this situation, if 18-5.1.60 does not apply. Exhibit A, excerpt / —bank location, blue circle: Engineering Review Comments Page 2 of 4 iii. 5.1.601: Revise design to provide a five (5) foot wide raised pedestrian travelway or a five (5) foot wide pedestrian travelway containing a change in texture and visual markings between parallel parking along south side of site, and bank building. iv. 5.1.60.i: Requires entrance to a drive-thru lane be at least fifty (50) feet from any intersection with a public or private street or travelway without parking. Distance provided from Stoneridge Ave. is 40' to SW corner of building, or 45' to curb dividing drive-thru and bypass. It would appear, given loading space, that drive-thru lane begins at either SW corner of building, or west end of median curb (drive-thru /bypass island). v. 5.1.60.j: Requires a drive-thru lane be a min. of one hundred (100) feet in length measured from the center of the first window or service point. Design: distance from EP Stoneridge Ave. (pvt.) to center of teller window zU', from SW corner of building to center of teller window z43'. Revise. vi. 5.1.60.k: Requires drive-thru lane extend at least twenty (20) feet beyond the drive-thru window. Revise length drive-thru /bypass median curb to provide min. 20' length. vii. Once median curb between bypass /drive-thru extended, provide single -unit truck auto turn figure to show wheel path of bypass /delivery vehicles will not strike any parked or fixed object. Re£ image, below. (VDOT Road Design Manual, Appx. B1, p. B(1)-5) Engineering Review Comments Page 3 of 4 A single -unit (SU) truck design vehicle, as defined by AASHTO, should be used for the design of all local subdivision streets. Dimensions for this vehicle are depicted in Figure 2-2of the AASHTO Geometric Design of Highways and Streets 2011, shown as Figure 1. 0 SR 1RR o im zam a pN r..esr 6. Vehicles approaching bank /drive-thru entrance from north on Stoneridge Ave. require sign indicating Bank patrons: if parking, keep right; teller traffic, keep left.' Or clear message, else traffic movement interior and exterior to the site may be disrupted. 7. Label sidewalk material. 8. Provide pavement crosswalk markings (two parallel 6" wide white markings) from CG-12 ramp to bank, near loading space near west edge of site. 9. Ensure ramp from loading space pavement elevation to bank door meets USBC max. grade std.; defer to building inspections. C-6 10. At two locations, east and west of bank, proposed final asphalt grade shows 470' contours that require spot elevations to ensure positive drainage to storm inlet /conveyance. Provide spot elevations to ensure positive drainage, without nuisance ponding at any location. 11. Remove sheets C-7, C-8, C-9, C-10. Revise plan index. 12. Transfer C-10 Stormwater Narrative to a plan sheet that remains. 13. Although SWM quantity and quality requirements are met, submit a separate VSMP /WPO plan for this development. Site plans may not include ESC, SWM details. Ref. Final Site Plan review checklist, p. 1, Overall Content, item 3. 14. With separate VSMP /WPO Application, include sheets from SDP2019000351 any sheets from prior - approved WPO plans, index, vicinity map, narrative (ESC /SWM), and LOD =0.45 Ac. Provide SWPPP. 15. List (C-10) reference WPO plan numbers on sheet C-1 of this Site Plan. C-11 16. Label drainage structures on this plan sheet. 17. Ensure inlet /outlet invert elevation difference > 0.10' at Str. 237. 18. Label Inlet Str. 230. Confirm 9.36' T (spread) is not excessive and does not pose risk. C-12 19. Provide IS-1 detail (inlet shaping) 20. Provide doghouse detail that shows a cast or poured concrete bottom in this structure. Please feel free to call if any questions: 434.296-5832 -x3069 Thank you Engineering Review Comments Page 4 of 4 SDP2019-00035 Stonefield Block G Maj 071419