HomeMy WebLinkAboutARB202000076 Plan - Revision 2020-06-22Boundary & topographic survey provided by:Roger W. Ray & Associates, Inc. (01/07/2020), updated (03/16/2020)w/ portion from LIDAR retrieved (01/30/2020)Delineation of LIDAR & Surveyed Topo Shown Sheet C3.Topography Field Verified by Justin Shimp, P.E. (03/25/2020EXISTING Area %Building 39,330 SF 6.8%Pavement 218,787 SF 37.8%Sidewalk 5,334 SF 0.9%Undeveloped 315,799 SF 54.5%Total= 579,250 SF (13.30 ac.)PROPOSED Area %Building 51,686 SF 8.9%Pavement 233,216 SF 40.3%Sidewalk 4,550 SF 0.8%Undeveloped 289,798 SF 50.0%Total= 579,250 SF (13.30 ac.)1300 RICHMOND ROAD - FLOW AUTOMOTIVELEGENDEXISTINGNEWDESCRIPTIONMAJOR SITE PLAN AMENDMENT SDP2020-00018 - TAX MAP 78, PARCELS 6 & 7ALBEMARLE COUNTY, VIRGINIAC1 COVERC2 SITE OVERVIEWC3 EXISTING CONDITIONS & DEMOLITIONC4 SITE PLANC5 GRADING & UTILITIESC6 LANDSCAPING PLANC7 LANDSCAPING DETAILSC8 LIGHTING PLANC9 LIGHTING DETAILSC10 SIGHT DISTANCEC11 STORM DETAILSC12 SITE DETAILSC13 SITE DETAILSSHEET INDEXAPPROVALSVICINITY MAPOWNER/DEVELOPERSCALE : 1"=2000'Albemarle County Service AuthoritySIGNSBOUNDARIESBENCHMARKSITE PROPERTY LINEADJACENT PROPERTY LINEBUILDING SETBACKPARKING SETBACKSITE TEXTPARKING COUNTTOPOGRAPHYINDEX CONTOURINTERVAL CONTOURSPOT ELEVATIONTOP OF CURB ELEVATIONTOP OF WALL ELEVATIONBOTTOM OF WALL ELEVATIONSTREAMSTREAM BUFFER100 YEAR FLOODPLAINBUILDINGBUILDINGRETAINING WALLSTAIRSEDGE OF PAVEMENTROAD CENTERLINEFRONT OF CURBBACK OF CURBCG-12 TRUNCATED DOMESIDEWALKBIKE PARKINGHANDICAP ACCESSIBLE AISLEHANDICAP PARKINGMATERIALCONCRETERIPRAPASPHALTEC-2 MATTINGEC-3 MATTINGWETLANDTREELINEFENCEUTILITYUTILITY POLEGUY WIREOVERHEAD UTILITYUNDERGROUND UTILITYSTORMSTORM MANHOLEDROP INLETSTORM SEWERROOF DRAINSANITARYSANITARY MANHOLESANITARY SEWER MAINSANITARY SEWER LATERALWATERWATER LINEWATER METERWATER METER VAULTFIRE HYDRANTFIRE DEPARTMENT CONNECTIONGASGAS LINEEASEMENTSCONSTRUCTIONGRADINGACCESSSIGHT DISTANCEUTILITYSTORMWATER FACILITY MAINTENANCESTORMWATER ACCESSDRAINAGESANITARYWATERLINEGASLINEMap provided by Google.comDateOwner: Flow 1300 Richmond LLC 500 W 5th St, 18th Floor Winston-Salem, NC 27101 bthomas@flowauto.comZONINGHC - Highway CommercialEntrance CorridorFlood Hazard Overlay DistrictSteep Slopes Overlay District, Managed & PreservedDam Break Inundation ZoneAmendment to SDP199500042With SP199400004MAGISTERIAL DISTRICTRivannaSOURCE OF TITLETMP 78-6 : DB 5272 PG 714TMP 78-7 : DB 5272 PG 714SOURCE OF BOUNDARY AND TOPOGRAPHYMaximum Allowable: 65 ftMaximum Proposed: 35 ftEXISTING USEAutomobile Sales, Services, and DisplayPROPOSED USEExisting Automobile Sales, Services, and Display w/Additional Building and Parking Lot AreaMaximum Disturbed Area: 4.39 acresLAND USE SCHEDULEAll signs and pavement shall conform with the latest edition of the MUTCD Guidelines.A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on-site.FLOODZONEWATER & SANITARY SERVICESSite is served by Albemarle County Service Authority. All sanitary lines on site are private.PARKING SCHEDULERESERVOIR WATERSHEDThis site is within the Upper Rivanna River Watershed. This watershed is not part of a watershed supply protection area.BUILDING HEIGHTSBuilding OfficialDateFire OfficialDateArchitectural Review BoardDateCurrent Development EngineerDateCurrent Development PlannerDateITE Trip GenerationBENCHMARKDatum for topography is NAVD 88Benchmark located in parking lot near existing building on TMP 78-6 elevation 420.08.SETBACKSVirginia Department of TransportationDateAutomobile service station and truck repair shop: one space per each employee plus two spaces per each service stall.41 service stalls provided, 2 employees per stall 164 parking spaces required196 parking spaces providedMotor vehicle sales, including automobiles, farm equipment and trucks: one space per 1,500 square feet of display area.57,880 sf display/sales area39 parking spaces required46 parking spaces providedLoading spaces: one space for the first 8,000 square feet of retail gross leasable area, plus one space for each additional 20,000square feet of retail gross leasable areaapproximately 57,580 sf retail area4 loading spaces required4 loading spaces providedTOTAL REQUIRED: 203 PARKING SPACES, 4 LOADING SPACESTOTAL PROVIDED: 242 PARKING SPACES, 4 LOADING SPACES(INCLUDES 8 VAN ACCESSIBLE HC SPACES)Front (measured from right-of-way or exterior edge of sidewalk if the sidewalk is outside of theright-of-way):Building: Min - 10 feet, Max - 30 feet*Parking: Min - 10 feet, Max - None*None on any lot abutting a principal arterial highway or interstateSide & Rear (if abutting lot is zoned residential, rural areas, or Monticello Historic District):Building: Min - 50 feet, Max - NoneParking: Min - 20 feet, Max - NoneSide & Rear (if abutting lot is zoned commercial or industrial):Building: Min - Accordance with Building Code, Max - NoneParking: Min - None, Max - NoneAccording to the FEMA Flood Insurance Rate Map, effective February 4, 2005,(Community Panel 51003C0287D) a portion of this property does lie within a 1%annual chance floodplain.Trip Generation reflects AM and PM peak hour traffic.SHIMP ENGINEERINGLAND PLANNING | SITE DESIGN | CIVIL ENGINEERING | PROJECT MANAGEMENTDesign Focused Engineering912 East High StreetCharlottesville, VA 22902Phone: 434-227-5140shimp-engineering.comSUBMISSION:REVISION:FILE NO.19.0782020.02.2101) 2020.06.1502) 2020.06.221300 RICHMONDROAD - FLOWAUTOMOTIVEMAJOR SITE PLAN AMENDMENTC1SHEET C1 OF 13COVERALBEMARLE COUNTY, VIRGINIA GENERAL WATER & SEWER NOTES1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible fornotifying the proper service authority officials at the start of the work.2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown,are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures asnecessary.3. All materials and construction shall comply with the current edition of the general water and sewer construction specificationsas adopted by the Albemarle County Service Authority.4. Datum for all elevations shown in National Geodetic Survey.5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001).6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe.This includes all fire hydrant lines, service laterals and water lines, etc.7. All water and sewer appurtenances are to be located outside of roadside ditches.8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line.9. Trees are not permitted in the ACSA easement.10. The contractor shall be responsible to comply with the no-lead regulation regarding brass fittings effective January 4, 2014(Senate Bill 3874 which amends the Safe Drinking Water Act).11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority.12. Backflow prevention is required for all connections to the water main.1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site arebased on information and data furnished to the owner and engineer by the owners of such underground facilities or others.The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractorshall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of thework with owners of such underground utilities during construction, for the safety and protection thereof and repairing anydamage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractorshall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work.2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary toprotect structures from damage. Replacement of damaged structures shall be at the contractor's expense.3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that theowner can make necessary arrangements to modify/protect existing structures from damages.4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted andthe Virginia Department of Transportation prior to completing any off-site work.5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the startof construction.6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner andengineer.7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shopdrawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will notrelieve the the contractor from the responsibility of adherence to the contract and for any error that may exist.8. All bare areas shall be scarified, limed, fertilized, seeded and mulched.9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements.10.Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated.11.Retaining walls require separate building permits.12.All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County BuildingDepartment from the main to the structure.13.Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit.Asbestos removal permits are required is positive for such from Albemarle County and VDOLI. Contact VDOLI for additionalrequirements and permits for demolition projects.14.Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole inthe public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the buildingdrain, or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manholecover of the next upstream manhole in the public sewer shall not discharge through a backwater valve.15.Accessible parking and routes must comply with ICC ANSI A117.1-09.16.All roof drains shall discharge in a manner not to cause public nuisance and not over sidewalks.GENERAL NOTESPROJECTAREAFIRE MARSHAL'S NOTESA knox box must be provided on all new structures. Coordinate location with the fire marshal's office.PRESERVED STEEP SLOPES NOTES1. Development is not authorized to impact preserved steep slopes.2. Development is subject to steep slopes overlay district requirements (Sec. 18-30.3).3. Preserved steep slopes must be staked/flagged prior to land disturbance, and flags/stakes must be maintained for theduration of the project, to final completion.STORMWATER MANAGEMENT PLAN1. Development of this site results in a net increase of 0.73 acres impervious area. To mitigate stormwater impacts on areasdownstream, specifically the intermittent stream at the back of the site that leads to Meadow Creek, a dry detention pondis to be constructed to capture the majority of runoff from new impervious areas on site. The detention pond will outlet tothe 100 year floodplain. A series of detention pipes existing on site are to remain, and drainage areas have beenchecked to ensure the drainage area and/or curve number to these pipes have not increased.2. Water quality will be addressed by purchase of 2.49 lbs nutrient credits to meet the VRRM redevelopment nutrientremoval requirements per 9VAC25-870-63.3. Detention Pond Coordinates:• (38.0355706, -78.4510122)
������SHIMP ENGINEERINGLAND PLANNING | SITE DESIGN | CIVIL ENGINEERING | PROJECT MANAGEMENTDesign Focused Engineering912 East High StreetCharlottesville, VA 22902Phone: 434-227-5140shimp-engineering.comSUBMISSION:REVISION:FILE NO.19.0782020.02.2101) 2020.06.1502) 2020.06.221300 RICHMONDROAD - FLOWAUTOMOTIVEMAJOR SITE PLAN AMENDMENTC2SHEET C2 OF 13SITE OVERVIEWALBEMARLE COUNTY, VIRGINIA N
SHIMP ENGINEERINGLAND PLANNING | SITE DESIGN | CIVIL ENGINEERING | PROJECT MANAGEMENTDesign Focused Engineering912 East High StreetCharlottesville, VA 22902Phone: 434-227-5140shimp-engineering.comSUBMISSION:REVISION:FILE NO.19.0782020.02.2101) 2020.06.1502) 2020.06.221300 RICHMONDROAD - FLOWAUTOMOTIVEMAJOR SITE PLAN AMENDMENTC3SHEET C3 OF 13EXISTING CONDITIONS ALBEMARLE COUNTY, VIRGINIA& DEMOLITIONN
31322342SHIMP ENGINEERINGLAND PLANNING | SITE DESIGN | CIVIL ENGINEERING | PROJECT MANAGEMENTDesign Focused Engineering912 East High StreetCharlottesville, VA 22902Phone: 434-227-5140shimp-engineering.comSUBMISSION:REVISION:FILE NO.19.0782020.02.2101) 2020.06.1502) 2020.06.221300 RICHMONDROAD - FLOWAUTOMOTIVEMAJOR SITE PLAN AMENDMENTC4SHEET C4 OF 13SITE PLANALBEMARLE COUNTY, VIRGINIA N
SHIMP ENGINEERINGLAND PLANNING | SITE DESIGN | CIVIL ENGINEERING | PROJECT MANAGEMENTDesign Focused Engineering912 East High StreetCharlottesville, VA 22902Phone: 434-227-5140shimp-engineering.comSUBMISSION:REVISION:FILE NO.19.0782020.02.2101) 2020.06.1502) 2020.06.221300 RICHMONDROAD - FLOWAUTOMOTIVEMAJOR SITE PLAN AMENDMENTC5SHEET C5 OF 13GRADING & UTILITIESALBEMARLE COUNTY, VIRGINIA N
SHIMP ENGINEERINGLAND PLANNING | SITE DESIGN | CIVIL ENGINEERING | PROJECT MANAGEMENTDesign Focused Engineering912 East High StreetCharlottesville, VA 22902Phone: 434-227-5140shimp-engineering.comSUBMISSION:REVISION:FILE NO.19.0782020.02.2101) 2020.06.1502) 2020.06.221300 RICHMONDROAD - FLOWAUTOMOTIVEMAJOR SITE PLAN AMENDMENTC6SHEET C6 OF 13LANDSCAPING PLANALBEMARLE COUNTY, VIRGINIA N
SHIMP ENGINEERINGLAND PLANNING | SITE DESIGN | CIVIL ENGINEERING | PROJECT MANAGEMENTDesign Focused Engineering912 East High StreetCharlottesville, VA 22902Phone: 434-227-5140shimp-engineering.comSUBMISSION:REVISION:FILE NO.19.0782020.02.2101) 2020.06.1502) 2020.06.221300 RICHMONDROAD - FLOWAUTOMOTIVEMAJOR SITE PLAN AMENDMENTC7SHEET C7 OF 13LANDSCAPING DETAILSALBEMARLE COUNTY, VIRGINIA
0.00.00.00.00.40.50.40.50.60.50.40.60.60.50.30.20.20.20.30.40.40.30.20.20.10.10.10.10.10.10.10.00.00.00.00.00.41.22.90.81.31.81.41.11.31.00.50.40.30.30.51.11.51.61.51.41.30.80.30.20.50.90.90.60.20.10.00.00.02.53.25.35.14.73.010.23.82.71.10.60.41.32.73.43.94.14.13.62.21.00.81.83.03.22.00.80.20.00.00.04.73.38.611.95.24.121.26.42.91.50.82.14.16.36.26.36.25.43.31.71.53.04.55.13.31.50.40.00.00.02.74.95.43.74.53.811.54.24.72.11.32.24.36.76.66.56.75.83.31.71.63.25.76.53.41.70.40.00.00.05.13.67.62.53.34.121.28.34.74.03.31.52.93.74.34.54.53.92.51.21.22.54.04.22.91.20.30.00.00.05.04.211.511.85.03.420.48.25.85.55.41.80.80.81.41.81.91.81.81.61.00.40.51.22.02.11.30.50.10.00.00.04.34.710.78.65.32.84.83.16.07.47.94.22.51.51.31.41.00.70.50.40.30.20.10.10.20.40.40.30.10.00.00.00.05.53.47.12.22.93.45.63.25.75.95.83.23.93.22.11.41.20.70.40.10.10.10.10.10.10.00.00.00.00.00.03.34.95.93.34.63.922.77.94.44.13.94.16.24.63.83.33.42.81.30.40.00.00.25.43.810.110.25.23.622.07.53.82.41.67.35.34.84.65.64.22.40.00.54.05.95.27.85.75.53.910.54.64.51.91.04.64.44.44.87.83.42.60.11.519.413.96.06.54.43.84.821.88.14.72.51.22.12.22.73.94.53.52.00.22.624.715.56.18.06.34.44.011.47.46.73.71.70.70.50.60.70.81.11.82.31.80.90.23.56.28.06.37.25.94.13.34.47.17.24.22.11.00.91.31.81.91.30.70.60.50.11.03.05.46.57.15.83.52.63.75.35.53.82.52.02.43.34.04.43.11.40.40.10.10.62.34.07.07.55.23.62.53.03.73.62.82.83.64.55.76.37.03.82.00.60.10.10.51.93.75.46.15.64.73.62.92.01.31.63.35.07.37.16.96.33.51.90.50.01.12.22.73.84.75.75.85.33.81.70.61.03.25.07.06.15.64.02.61.20.30.05.32.51.51.76.64.31.60.40.72.03.33.63.52.41.61.00.40.10.16.42.51.33.82.91.20.30.30.81.51.71.30.70.40.20.10.14.23.51.41.00.50.20.20.40.40.40.20.10.10.10.46.22.41.512.31.00.20.10.10.10.10.10.10.10.00.27.12.811.91.00.20.10.10.10.10.10.10.00.00.34.72.90.70.50.20.10.10.10.10.10.00.00.01.74.71.91.20.30.30.10.10.10.10.00.00.00.00.00.74.72.21.03.40.60.20.10.10.10.00.00.00.00.00.02.43.72.07.61.21.31.00.30.10.00.00.00.00.00.04.23.01.41.61.814.94.20.30.10.00.00.00.00.01.53.11.60.31.53.10.40.10.00.00.00.00.01.72.51.40.30.20.10.00.00.00.00.06.02.10.90.50.10.10.00.00.00.00.00.05.82.00.80.40.30.00.00.00.00.00.00.01.60.60.40.20.20.10.10.10.10.00.00.00.00.00.00.00.00.00.40.30.20.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.20.10.10.10.10.00.00.00.00.00.00.00.00.10.10.10.10.00.00.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.5SHIMP ENGINEERINGLAND PLANNING | SITE DESIGN | CIVIL ENGINEERING | PROJECT MANAGEMENTDesign Focused Engineering912 East High StreetCharlottesville, VA 22902Phone: 434-227-5140shimp-engineering.comSUBMISSION:REVISION:FILE NO.19.0782020.02.2101) 2020.06.1502) 2020.06.221300 RICHMONDROAD - FLOWAUTOMOTIVEMAJOR SITE PLAN AMENDMENTC8SHEET C8 OF 13LIGHTING PLANALBEMARLE COUNTY, VIRGINIA NNotes:1. Existing lights on site are shown with label "D". Existing lights are at 15 ft heightwith 400W metal halide bulbs. Some existing lights exceed 0.5 fc at the propertyline.2. All new lights to be mounted at 20 ft height, including base.3. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initiallumens shall be a full cutoff luminaire and shall be arranged or shielded to reflectlight away from adjoining residential districts and away from adjacent roads. Thespillover of lighting from luminaires onto public roads and property in residential orrural areas zoning districts shall not exceed one half footcandle.4. Existing lights on site vary between 3000K-6000K color temperature. All newlight fixtures or bulb replacements to have 3000K color temperature.5. Provide gray, square pole for proposed fixtures to match existing.STATISTICS :Average = 2.5 fcMaximum = 14.9 fcMinimum = 0.0 fc
SHIMP ENGINEERINGLAND PLANNING | SITE DESIGN | CIVIL ENGINEERING | PROJECT MANAGEMENTDesign Focused Engineering912 East High StreetCharlottesville, VA 22902Phone: 434-227-5140shimp-engineering.comSUBMISSION:REVISION:FILE NO.19.0782020.02.2101) 2020.06.1502) 2020.06.221300 RICHMONDROAD - FLOWAUTOMOTIVEMAJOR SITE PLAN AMENDMENTC9SHEET C9 OF 13LIGHTING DETAILSALBEMARLE COUNTY, VIRGINIA N
������SHIMP ENGINEERINGLAND PLANNING | SITE DESIGN | CIVIL ENGINEERING | PROJECT MANAGEMENTDesign Focused Engineering912 East High StreetCharlottesville, VA 22902Phone: 434-227-5140shimp-engineering.comSUBMISSION:REVISION:FILE NO.19.0782020.02.2101) 2020.06.1502) 2020.06.221300 RICHMONDROAD - FLOWAUTOMOTIVEMAJOR SITE PLAN AMENDMENTC10SHEET C10 OF 13SIGHT DISTANCEALBEMARLE COUNTY, VIRGINIA N
SHIMP ENGINEERINGLAND PLANNING | SITE DESIGN | CIVIL ENGINEERING | PROJECT MANAGEMENTDesign Focused Engineering912 East High StreetCharlottesville, VA 22902Phone: 434-227-5140shimp-engineering.comSUBMISSION:REVISION:FILE NO.19.0782020.02.2101) 2020.06.1502) 2020.06.221300 RICHMONDROAD - FLOWAUTOMOTIVEMAJOR SITE PLAN AMENDMENTC11SHEET C11 OF 13STORM DETAILSALBEMARLE COUNTY, VIRGINIA
SHIMP ENGINEERINGLAND PLANNING | SITE DESIGN | CIVIL ENGINEERING | PROJECT MANAGEMENTDesign Focused Engineering912 East High StreetCharlottesville, VA 22902Phone: 434-227-5140shimp-engineering.comSUBMISSION:REVISION:FILE NO.19.0782020.02.2101) 2020.06.1502) 2020.06.221300 RICHMONDROAD - FLOWAUTOMOTIVEMAJOR SITE PLAN AMENDMENTC12SHEET C12 OF 13SITE DETAILSALBEMARLE COUNTY, VIRGINIA
SHIMP ENGINEERINGLAND PLANNING | SITE DESIGN | CIVIL ENGINEERING | PROJECT MANAGEMENTDesign Focused Engineering912 East High StreetCharlottesville, VA 22902Phone: 434-227-5140shimp-engineering.comSUBMISSION:REVISION:FILE NO.19.0782020.02.2101) 2020.06.1502) 2020.06.221300 RICHMONDROAD - FLOWAUTOMOTIVEMAJOR SITE PLAN AMENDMENTC13SHEET C13 OF 13SITE DETAILSALBEMARLE COUNTY, VIRGINIA