HomeMy WebLinkAboutSDP202000044 Plan - Submittal (First) Final Site Plan and Comps. 2020-05-11"PROPOSED 2,500 SFRESTAURANTPROPOSED 5,000 SFCOMMERCIAL RETAILPROPOSED 3,280 SFOF MANUFACTURING/PROCESSING/ASSEMBLY/ &FABRICATION10920'61412796114NOTE: LAST (4) SPACES DO NOTCOUNT TOWARD OVERALL PARKING 20'PROPOSED 18,180 SFCOMMERCIAL OFFICE/RETAILEXISTINGMEDICAL OFFICESPACE(2,465 SF)EXISTINGBALLET SCHOOL(6,800 SF)EXISTINGOFFICE SPACE8,160 SFEXISTINGGAS STATION/CONVENIENCESTORE2,350 SFOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEREVISIONS
REVISION DESCRIPTIONDATE
JOB NO.SHEET NO.PROJECT
SHEET TITLESCALE2415 IVY ROAD COMMERCIAL REDEVELOPMENT - FINAL SITE PLAN192171200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719
INITIAL SUBMITTAL5/11/20 VICINITY MAPSCALE: 1" = 1000'SCALE: 1" = 60'SHEET LAYOUTFINAL SITE PLAN1"=60'1COVER SHEET 2415 IVY ROAD COMMERCIALREDEVELOPMENT PLANSHEET INDEXSHEETCOVER SHEETEXISTING CONDITIONS & DEMOLITION PLANLAYOUT AND UTILITY PLANGRADING & DRAINAGE PLANLANDSCAPING PLANNOTES & DETAILSNOTES & DETAILSUTILITY & DRAINAGE PROFILESDRAINAGE MAP & CALCULATIONSTOTAL SHEETS1234567899SAMUEL MILLER MAGISTERIAL DISTRICTALBEMARLE COUNTY, VIRGINIAOWNER:DEVELOPER: ENGINEER:TAX MAP NO.:TOTAL PROJECT AREA: JPA TOWER INVESTORS LLCPO BOX 5509CHARLOTTESVILLE, VA 22905HUNTER E CRAIG COMPANY1900 ARLINGTON BOULEVARDCHARLOTTESVILLE, VA 22903(434) 974-4500COLLINS ENGINEERING200 GARRETT ST, SUITE KCHARLOTTESVILLE, VA 22902(434) 293-371906000-00-00-025A0 COB17/568 3.89 ACRES TOTALNOTE: A BLA IS BEING PROPOSED WITH THIS SITE PLAN TO RELOCATE THE PROPERTY LINE THAT CURRENTLY PASSES THROUGH ONE OF THE EXISTING BUILDINGS. THE NEW PROPERTY LINE WILL BE LOCATED JUST TO THE WEST OF THE BELL-AIR MARKET BUILDING, AS SHOWN ON THIS PLAN. THE PROPOSED BLA WILL ADD AN ADDITIONAL 0.91 ACRES FROM TMP 60-25B TO THE PROPERTY (TMP60-25A), WHEN COMPLETE. NO IMPROVEMENTS ARE PROPOSED WITHIN THIS 0.91 ACRES . THEPROPERTY LINE ADJUSTMENT (AS REQUESTED BY STAFF) IS THE ONLY MODIFICATION ASSOCIATED WITHTHIS AREA.NEW TOTAL PROJECT AREA (AFTER BLA): 4.80 ACRESZONING:C-1 COMMERCIAL ZONING. THE PROPERTY IS ALSO SUBJECT TO THE AIRPORT IMPACT AREA (AIA),ENTRANCE CORRIDOR (ARB), AND STEEP SLOPES OVERLAY DISTRICTS AS DESCRIBED IN SECTION 30OF THE ZONING ORDINANCE. THIS PARCEL IS ALSO SUBJECT TO THE ACTION OF A SPECIAL USE PERMITGRANTED IN 2004 WITH SP2004-00021 FOR A BALLET SCHOOL.TOPO & SURVEY:SURVEY PROVIDED BY ROGER W. RAY & ASSOCIATES IN AUGUST 2019. TOPOGRAPHY IS FIELD SURVEYPERFORMED BY ROGER W. RAY & ASSOCIATES. TOPO FIELD VERIFIED BY COLLINS ENGINEERING INSEPTEMBER, 2019.DATUM:NAD83, NAVD 88EXISTING CONDITIONS: RELATIVELY FLAT DEVELOPED SITE WITH (2) EXISTING COMMERCIAL BUILDING, PARKING, AND OUTSIDEGRAVEL STORAGE AREA. THE COMMERCIAL BUILDING PROPOSED TO BE RENOVATED FOR A CHANGE INUSE IS 28,960 SF AND THE EXISTING COMMERCIAL BUILDING THAT SHALL REMAIN (WITH NOIMPROVEMENTS OF CHANGES TO THE CURRENT USE) IS 17,425 SF.PROPOSED:THE EXISTING COMMERCIAL RETAIL BUILDING WILL BE RENOVATED FOR THE FOLLOWING USES:2,500 SF RESTAURANT5,000 SF COMMERCIAL RETAIL18,180 SF COMMERCIAL OFFICE/COMMERCIAL RETAIL3,280 SF MANUFACTURING/PROCESSING/ASSEMBLY/FABRICATIONTOTAL SQUARE FOOTAGE: 28,960 SFEXISTING BUILDING TO REMAIN WITH CURRENT USES:2,465 SF MEDICAL OFFICE6,800 SF BALLET SCHOOL8,160 SF COMMERCIAL OFFICETOTAL SQUARE FOOTAGE: 17,425 SFWATER SUPPLY PROTECTION AREA: N/AWATERSHED / WATER RESOURCE AREA: RIVANNA RIVER DRAINAGE BASINALLOWABLE DENSITY: N/APROPOSED DENSITY: N/AGREENWAY DEDICATION: N/A - EXISTING PAVED PATHWAY ON THE PROPERTY TO REMAINBUILDING HEIGHTS: EXISTING (1) STORY BUILDING TO REMAIN. MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 65 FEET.NOTE: HEIGHT OF BUILDING OVER 40 FEET OR 3 STORIES SHALL PROVIDE A STEPBACK PER SECTION 4.20.EXISTING BUILDING HEIGHT = 18'SETBACKS: FRONT SETBACK: 10' BLDG. MINIMUM FROM R/W OR EXTERIOR EDGE OF SIDEWALK IF SIDEWALK IS OUTSIDE R/W. 30' BLDG. MAXIMUM FROM R/W OR EXTERIOR EDGE OF SIDEWALK IF SIDEWALK IS OUTSIDE R/W. 10' MINIMUM FOR OFF-STREET PARKING OR LOADING SPACES FROM ANY PUBLIC STREET R/W.SIDE & REAR SETBACK:MINIMUM: IF THE ABUTTING LOT IS ZONED RESIDENTIAL, RURAL AREAS, OR THE MONTICELLO HISTORIC DISTRICT: (I) NO PORTION OF ANY STRUCTURE, EXCLUDING SIGNS, SHALL BE LOCATED CLOSER THAN 50FEET FROM THE DISTRICT BOUNDARY; AND (II) NO OFF-STREET PARKING OR LOADING SPACE SHALL BELOCATED CLOSER THAN 20 FEET TO THE DISTRICT BOUNDARY.IF THE ABUTTING LOT IS ZONED COMMERCIAL OR INDUSTRIAL, ANY PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE.MAXIMUM: NONESTEPBACKS: FRONT - FOR EACH STORY THAT BEGINS ABOVE 40 FEET IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE 15 FEET.SIDE & REAR: NONEPRIVATE TRAVELWAYS: CURB & GUTTER TRAVEL WAYSUTILITIES (WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SEWERAGRICULTURAL/ FORESTAL DISTRICT: NONEEXISTING VEGETATION: TREES ALONG THE WESTERN PROPERTY LINE AND (3) LARGE TREES ALONG THE SOUTHERN BOUNDARY.ADDITIONAL LANDSCAPING AND VEGETATION ALONG THE NORTHERN PROPERTY LINE.LIGHTING:EXISTING LIGHT POLES AND BUILDING LIGHTING SHALL REMAIN AS IS. NO ADDITIONAL LIGHTING ISPROPOSED WITH THE SITE PLAN AMENDMENT. ANY PROPOSED LIGHTING MUST COMPLY WITH REQUIREMENTS OF SECTION 32.7.8 & SECTION 4.17 OF THE ZONING ORDINANCE.LANDSCAPING:A LANDSCAPING PLAN IS PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLECOUNTY ORDINANCE SECTION 32.7.9, SEE SHEET 5. STREET TREES SHALL ALSO BE INCLUDED WITH THELANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 40' ALONG THE ROADWAYS.TRASH RECEPTACLES: A PROPOSED TRASH DUMPSTER IS PROPOSED ON-SITE FOR TRASH SERVICE FOR THE BUILDING.PHASING:THIS SITE SHALL BE DEVELOPED IN ONE PHASE.PARKING REQUIRED: RESTAURANT: 2,500 SF x 13 SPACES/1000 SF = 33 SPACESRETAIL: 5,000 SF x 80% x 1 SPACE/100 SF = 40 SPACESCOMMERCIAL OFFICE/RETAIL: 28,805 SF x 80% x 1 SPACE/200 SF = 115 SPACESBALLET SCHOOL: 8 PARKING SPACESMANUFACTURING/PROCESSING/ASSEMBLY/FABRICATION:1 SPACE/EMPLOYEE ON THE LARGEST SHIFT (7 EMPLOYEES) = 7 SPACES1 SPACE/500 SF OPEN TO PUBLIC (500 SF) = 1 SPACE (2 SPACES MIN. FOR CUSTOMER PARKING)GAS STATION/RETAIL (TMP60-25B): 2,350 SF x 80% x 1 SPACE/100 SF = 19 SPACESTOTAL PARKING REQUIRED: 224 SPACES REQUIREDPARKING PROVIDED: TOTAL PARKING SPACES PROVIDED = 224 SPACES (96 EXISTING PARKING SPACES AND 128 PROPOSEDPARKING SPACES - 22 PAVERS, 99 NEW ASPHALT, 7 NEW STRIPED ON EX ASPHALT)NOTE: THERE WILL BE A PARKING EASEMENT ON THE TMP60-25B PARCEL FOR THE EXISTING 15PARKING SPACES BEHIND THE RETAIL STORE.GENERAL NOTESADDITIONAL NOTES:1. ALL GRASS AND LANDSCAPING AREAS SHALL BE PRIVATELY OWNEDAND MAINTAINED.2. THE STREETS IN THE DEVELOPMENT SHALL BE PRIVATE TRAVELWAYAND TRAVELWAYS AND WILL NOT MEET THE STANDARDS FORACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS ANDWILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OFTRANSPORTATION OR THE COUNTY OF ALBEMARLE.3. THE PROPOSED DEVELOPMENT SHALL BE SERVED BY PUBLIC WATERAND SEWER.RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THIS PLAN. A STONE WALL, FORSCREENING PURPOSES ONLY, IS PROPOSED ALONG IVY ROAD ADJACENT TO THEPROPOSED PARKING LOT.RECREATION:N/ACRITICAL SLOPES: MANAGED STEEP SLOPES ARE EXISTING ON SITE AS SHOWN ON THE PLAN. NOIMPACTS TO MANAGED SLOPES ARE CURRENTLY PROPOSED WITH THE DEVELOPMENT.BURIAL SITES:NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE.LAND AREA: (TMP-6025A WITH PROPOSED BLA ADJUSTMENT) - TOTAL ACREAGE (4.80 ACRES)EXISTING BUILDINGS:46,385 SF - 1.06 AC. (22.2%)PROPOSED PAVED PARKING AND TRAVELWAYS: 48,753 SF - 1.12 AC. (23.3%)SIDEWALKS: 5,013 SF - 0.12 ACRES (2.5%)EXISTING PARKING AREA/GRAVEL STORAGE: 46,450 SF - 1.06 ACRES (22.1%)OPEN AREA / LANDSCAPING AREA62,487 SF - 1.43 ACRES (29.9%)IMPERVIOUS AREAS: 146,601 SF (3.37 AC) TOTALPAVED PARKING AND CIRCULATION AREA: 100,216 SFSTREAM BUFFERS/FLOODPLAIN: NO STREAM BUFFERS ARE LOCATED ON THE PROPERTY INACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTIONORDINANCE. THE PROPERTY ALSO DOES NOT LIE WITHIN THE LIMITSOF A 100-YEAR FLOODPLAIN, PER FEMA MAP NUMBER 51003C0267DADOPTED FEBRUARY 4, 2005. NO IMPACTS ARE PROPOSED FOR ANYSTREAM BUFFERS OR 100 YEAR FLOODPLAIN LIMITS WITH THEREDEVELOPMENT OF THE PROPERTY. THE PROPERTY IS NOT LOCATEDWITHIN A STATE DAM INUNDATION ZONE OR FEDERAL DAMINUNDATION ZONE.STORMWATER MANAGEMENT: 2.52 ACRES DISTURBED. THE SITE DECREASES IMPERVIOUS AREAWITHIN THE DISTURBED ACREAGE. THE POST-DEVELOPMENT TP LOADREDUCTION FOR THE SITE IS 0.74 LB/YEAR. STORMWATERMANAGEMENT FOR THE PROPOSED IMPROVEMENTS ON THE SITE ANDWATER QUANTITY REDUCTION SHALL BE ACCOMMODATED WITHONSITE FACILITIES. THESE FACILITIES, SHALL INCLUDE PERVIOUSPAVERS AND LANDSCAPED GRASS DRY RETENTION AREAS.ADDITIONAL WATER QUALITY NUTRIENT CREDITS MAY BE UTILIZED TOACHIEVE THE NECESSARY REMOVAL RATES FOR THE DEVELOPMENT. AFINAL WPO AND VSMP PLAN SHALL BE SUBMITTED FOR REVIEW ANDAPPROVAL, PRIOR TO LAND DISTURBING OPERATIONS AND PRIOR TOFINAL SITE PLAN APPROVAL.NOTE: ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE ANDNOT OVER SIDEWALKS.PROPOSED TRIP GENERATIONS: (ITE TRIP GENERATION, 10TH EDITION) 2,500 SF RESTAURANT = 280 VPD (25 VPH AM & 25 VPH PM) 5,000 SF COMMERCIAL RETAIL = 534 VPD (19 VPH AM & 46 VPH PM) 18,180 SF COMMERCIAL OFFICE/RETAIL = 177 VPD (21 VPH AM & 21 VPH PM) 3,280 SF MANUFACTURING/PROCESSING/ASSEMBLY/FABRICATION = 13 VPD (2VPH AM & 3 VPH PM) 2,465 SF MEDICAL OFFICE = 86 VPD 6,800 SF BALLET SCHOOL = 26 VPD (4 VPH AM & 6 VPH PM) 2,350 GAS STATION (6 PUMPS): 1,467 VPD (96 VPH AM & 116 VPH PM) TOTAL PROPOSED TRIPS/DAY: 2,570 VPD1 inch = ft.( IN FEET )GRAPHIC SCALE60EXISTING TRIP GENERATIONS: (ITE TRIP GENERATION, 10TH EDITION) 28,960 SF COMMERCIAL RETAIL/HARDWARE = 265 VPD (32 VPH AM & 78 VPHPM) 2,465 SF MEDICAL OFFICE = 86 VPD 6,800 SF BALLET SCHOOL = 26 VPD (4 VPH AM & 6 VPH PM) 2,350 GAS STATION (6 PUMPS): 1,467 VPD (96 VPH AM & 116 VPH PM) TOTAL EXISTING TRIPS/DAY: 1,844 VPDTOTAL INCREASE IN TRIPS/DAY: 726 VPD
EXISTING PAVEMENTTO BE REMOVEDEXISTING TREES TOBE REMOVEDEXISTING ASPHALTPATH TO BE RELOCATEDEXISTING LANDSCAPINGADJACENT TO BUILDING TOBE REMOVEDEXISTINGPROPERTY LINETO BE RELOCATEDWITH A BLAPROPOSED BLA - 0.91ACRES TO BESUBRACTED FROMTMP 60-25B ANDADDED TO 60-25AEXISTING GASMETER TO BERELOCATEDEXISTING (6) PARKINGSPACES TO BEREMOVEDNEW BOUNDARYLINE FORPROPERTYEXISTING CONC.RAMP TO BEREMOVEDEXISTING GRAVELAREA TO BEREMOVED FORPROPOSEDLANDSCAPINGEXISTINGLIGHTPOLE ANDOVERHEAD POWERTO BE REMOVEDEXISTINGMANAGEDSLOPES TOREMAINEXISTINGMANAGEDSLOPES TOREMAINEXISTING FENCEENCLOSURE AREATO BE REMOVEDEXISTING 4" SANITARYSEWER LATERAL TO BEREPLACED WITH NEW6" PVC SEWER LATERALEXISTINGFDCEXISTING 4" DIFIRE LINE TO BUILDINGEXISTING WATERLATERAL & METER TOBE REPLACED"EXISTINGPROPERTY LINETO BE RELOCATEDWITH A BLAPROPOSED BLA - 0.91ACRES TO BESUBRACTED FROMTMP 60-25B ANDADDED TO 60-25ANEW BOUNDARYLINE FORPROPERTY10920'61412796114NOTE: LAST (4) SPACES DO NOTCOUNT TOWARD OVERALL PARKING 20'EXISTINGMANAGEDSLOPES TOREMAINOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE185.577N22° 36' 48.60"EEXISTING RWSA 12"VCP SANITARY SEWERLINEEXISTING PAVEMENTTO BE REMOVEDEXISTING TREES TOBE REMOVEDEXISTING ASPHALTPATH TO BE RELOCATEDEXISTING LANDSCAPINGADJACENT TO BUILDING TOBE REMOVEDEXISTING GASMETER TO BERELOCATEDEXISTING (6) PARKINGSPACES TO BEREMOVEDEXISTING CONC.RAMP TO BEREMOVEDEXISTING GRAVELAREA TO BEREMOVED FORPROPOSEDIMPROVEMENTSEXISTING GRAVELAREA TO BEREMOVED FORPROPOSEDLANDSCAPINGEXISTINGLIGHTPOLE ANDOVERHEAD POWERTO BE REMOVEDEXISTINGMANAGEDSLOPES TOREMAINEXISTING FENCEENCLOSURE AREATO BE REMOVEDEXISTING 4" SANITARYSEWER LATERAL TO BEREPLACED WITH NEW6" PVC SEWER LATERALEXISTINGFDCEXISTING 4" DIFIRE LINE TO BUILDINGEXISTING WATERLATERAL & METER TOBE REPLACEDEXISTING TREETO REMAINAREA OF EXISTINGGRAVEL ANDPAVEMENT TO BEREMOVEDEXISTING GATE TOBE REMOVEDEXISTING STORMTO BE DEMOLISHEDEXISTING STORMDEMOLISHED ANDREPLACEDEXISTING STORMTO BE DEMOLISHED"10820'20'NOTE: LAST (2) SPACES DO NOTCOUNT TOWARD THE OVERALL PARKING OHEOHEREVISIONS
REVISION DESCRIPTIONDATE
JOB NO.SHEET NO.PROJECT
SHEET TITLESCALE2415 IVY ROAD COMMERCIAL REDEVELOPMENT - FINAL SITE PLAN192171200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719
INITIAL SUBMITTAL5/11/20
MATCHLINE - SEE THIS SHEET
MATCHLINE - SEE THIS SHEET1 inch = ft.( IN FEET )GRAPHIC SCALE301"=30'2EXISTING CONDITIONS & DEMOLITION PLAN 1 inch = ft.( IN FEET )GRAPHIC SCALE30
"PROPOSED 2,500 SFRESTAURANTPROPOSED 5,000 SFCOMMERCIAL RETAILPROPOSED 3,280 SFOF MANUFACTURING/PROCESSING/ASSEMBLY/ &FABRICATION10920'61412796114NOTE: LAST (4) SPACES DO NOTCOUNT TOWARD OVERALL PARKING 20'PROPOSED 18,180 SFCOMMERCIAL OFFICE/RETAILEXISTINGMEDICAL OFFICESPACE(2,465 SF)EXISTINGBALLET SCHOOL(6,800 SF)EXISTINGOFFICE SPACE8,160 SFEXISTINGGAS STATION/CONVENIENCESTORE2,350 SFOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE185.577N22° 36' 48.60"E25'RPROPOSED 6'PLANTING STRIPEXISTING TREETO REMAIN130'R200'R288'RPROPOSED BRICKPERVIOUSPARKING SPACES24'TRAVELWAY40'9'TYP.18'TYP.24'24'26'18'TYP.20'20'TRAVELWAY20'TRAVELWAY24' MIN.
16' TYP.16' TYP.18' TYP.10'TYP.10'TYP.9'TYP.3'R5'R15'R
25'R3'R3'R5'RPROPOSED CG-12HAND. RAMP3'R3'R
PROPOSED CG-12HAND. RAMPPROPOSED EXTERIORBRICK PATIO (611 SF)POTENTIAL FUTURETRAVELWAYCONNECTION TOADJACENT PARCELSTO THE WEST20'18'9'9'9'PROPOSEDCG-2 CURBPROPOSEDCG-2 CURBCG-2 CURBEXISTINGPAVEMENT(MILL/OVERLAY)PROPOSED ASPHALTPARKING LOTPROPOSEDSTRIPEDPARKING SPACES47'PROPOSED PAVEDPARKING AREAPROPOSEDACCESS & PARKINGEASEMENT30' MAX. BLDG SETBACK10' MIN. BLDG & PARKING SETBACKDISTANCE TONEARESTINTERSECTION = 416'LOCATION OFINGRESS/EGRESSPROPOSED 3' HIGH STONEDECORATIVE WALLNEW 6" SAN.SWR LAT.EXIST. FIRELINENEW 1" WATERLATERAL & METERPROPOSEDACCESSEASEMENT10'10'18'TYP.16'TYP.9'TYP.9'TYP.18'9'TYP.10'18'9'18'TYP.905 VPD1,082 VPD385 VPDPROPOSEDLOADINGAREA (30'x50')PROPOSED 6'CONCRETE SIDEWALKPROPOSED HEAVYDUTY ASPHALTTRAVELWAYPROPOSED HEAVYDUTY ASPHALTTRAVELWAY18'9'9'18'9'TYP.TYP.TYP.TYP.24'
TRAVELWAY
EXISTINGASPHALTPAVEMENTEXISTINGASPHALTPAVEMENT24'NEW PROPERTYLINE WITHBOUNDARY LINEADJUSTMENTPROPOSED 10'x10'DUMPSTER PAD WITHWOODEN ENCLOSUREWITH 10'x12'CONCRETE APRONSEE DETAIL SHEET 7PROPOSED (2) LOADING AREASPACES (12'x25' MIN. W/ 15'HEIGHT MIN.) PROPOSED AREAS:12'x29' AND 12'x34'CG-2 CURBCG-2 CURBCG-2 CURBW/2' OVERHANGCG-2 CURB6' CONC.SIDEWALK6' CONC.SIDEWALKPROPOSEDCG-12EXISTING ENTRANCETO THE SITE TOREMAINEXISTING ENTRANCETO THE SITE TOREMAINEXISTING ENTRANCETO THE SITE TOREMAINEXISTING RWSA 12"VCP SANITARY SEWERLINESITE DISTANCE=390'EXISTING CURB CUTSTO BE REPLACED WITHA CONTINUOUS CURB45634712109145993599120'R10'TYP.18' TYP.3'R3'R25'R 15'R3'R3'R CG-2 CURBW/2' OVERHANGCG-2 CURBW/2' OVERHANGCG-2 CURBW/2' OVERHANG10'R16'
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.5PARKING AREA FLUSHWITH SIDEWALKSHALL INCLUDEBUMPER BLOCKSCG-12CROSSWALKCG-12CG-12CG-12PROPOSED FIRE HYDRANT12"x6" T.S.&V2-6" 45° BENDS6' CONCRETESIDEWALKNO PARKINGFIRE LANE MARKERS5' CONC.SIDEWALKPROPOSED 5'CONCRETE SIDEWALK3'R3'RPROPOSEDCG-2 CURB18'PROPOSED FDCAREA RESERVED FORMECHANICALEQUIPMENT (SHALLBE SCREENED ASREQUIRED)SITE DISTANCE=390'SITE DISTANCE=390'AREA OF WP-2 MILLAND OVERLAYEXISTING STORM LINECROSSING, SEE SHEET4"10820'20'NOTE: LAST (2) SPACES DO NOTCOUNT TOWARD THE OVERALL PARKING OHEOHE1,082 VPDEXISTING ENTRANCETO THE SITE TOREMAINREVISIONS
REVISION DESCRIPTIONDATE
JOB NO.SHEET NO.PROJECT
SHEET TITLESCALE2415 IVY ROAD COMMERCIAL REDEVELOPMENT - FINAL SITE PLAN192171200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719
INITIAL SUBMITTAL5/11/201 inch = ft.( IN FEET )GRAPHIC SCALE301"=30'3LAYOUT & UTILITY PLAN SITE PLAN NOTES:1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY INFORMATION.2. TRASH SHALL BE STORED & COLLECTED IN DUMPSTER CONTAINERS.3. CONTRACTOR SHALL VERIFY ALL ROAD, STORM & UTILITY CONNECTIONS VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALLNOTIFY ENGINEER OF ANY DISCREPANCIES.4. ALL BUILDINGS ARE EXISTING STRUCTURES WITH SLAB ON GRADE FOUNDATIONS.5. A MINIMUM 20' DRIVE LANE (CLEAR OF PARKED CARS) SHALL BE MAINTAINED AROUND THE COMMERCIAL BUILDING.6. CONTRACTOR SHALL RELOCATE OVERHEAD UTILITIES AND/OR LIGHT POLES AS NECESSARY. CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE DESIREDLOCATIONS.7. CONTRACTOR SHALL REPLACE THE PORTION OF THE EXISTING ASPHALT TRAIL LOCATED ALONG THE FRONT PORTION OF THE SITE AS SHOWN ON THIS SHEET.8. INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE REQUIRED TO MEET STANDARD SIGN GUIDELINES REGARDING SIZE, SCALEAND PROPORTION RELATIVE TO THE SIGN BAND AND THE OVERALL BUILDING.9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.10.ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL ASTHE PARKING SPACE THEY SERVE.UTILITY NOTES:1. A MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & WATER AND SEWER LINES MUST BE PROVIDED.2. A MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L AND S/L.3. A MINIMUM OF 1.5' OF VERTICAL SEPARATION FROM WATER AND SEWER LINES MUST BE PROVIDED.4. ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT & SHALL BE DEDICATED FORPUBLIC USE .5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TOCONSTRUCTING THE EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATER LINE AND PAVED ACCESSES.CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-INCONNECTIONS CAN BE ADJUSTED ACCORDINGLY.6. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST-DIG AT THE LOCATION OF THE EXISTING UTILITIES TOCONFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM AND WATER UP GRADES CAN BE ACHIEVED.7. A KNOX BOX SHALL BE PROVIDED ON ALL BUILDINGS FOR EMERGENCY ACCESS. CONTRACTOR SHALL CONTACT THEFIRE MARSHALL's OFFICE TO DETERMINE THE LOCATION.8. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBLE RUBBER BOOT.9. ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVEDBY RWSA IN WRITING PRIOR TO CONSTRUCTION.10.RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE MANHOLES. CONTACT RWSAENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF A MANHOLE.11.BYPASS PUMPING MAY BE REQUIRED AT THE SOLE DISCRETION OF RWSA STAFF.12.GROUTING OF THE MANHOLE BENCH OR INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF,FOR A SMOOTH TRANSITION OF FLOW.13.EXISTING MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA.14.ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUALINSPECTION PERFORMED BY THE BUILDING DEPARTMENT.15.ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLILC NUISANCE AND NOT OVERSIDEWALKS.MATCHLINE - SEE THIS SHEET
MATCHLINE - SEE THIS SHEETNEEDED FIRE FLOW CALCULATION:NFF=(C)(O)[1+(X+P)] = 3,063 x 1.25 x [1+(0.06+0)] = 4,058 GPM x 0.50 (SPRINKLERS) = 2,029 GPM NFFC = 18F(A)^0.5 = 18*1.0*28,960^0.5 = 3,063CONSTRUCTION TYPE - CLASS II MASONRY CONSTRUCTIONA=1 FLOOR X 28,960 SF= 28,960 SFO = OCCUPANCY FACTOR = 1.25OR C-5 RAPID BURNINGX=0.06 FOR 70' AWAY BUILDING EXPOSURE OVER 1-100 FEETP=0 FOR UNPROTECTED OPEN COMMUNICATIONS50% REDUCTION IN NFF FOR AUTOMATIC SPRINKLERS
"PROPOSED 2,500 SFRESTAURANTPROPOSED 5,000 SFCOMMERCIAL RETAILPROPOSED 3,280 SFOF MANUFACTURING/PROCESSING/ASSEMBLY/ &FABRICATION10920'61412796114NOTE: LAST (4) SPACES DO NOTCOUNT TOWARD OVERALL PARKING 564562
572 56620'PROPOSED 18,180 SFCOMMERCIAL OFFICE/RETAILEXISTINGMEDICAL OFFICESPACE(2,465 SF)EXISTINGBALLET SCHOOL(6,800 SF)EXISTINGOFFICE SPACE8,160 SFEXISTINGGAS STATION/CONVENIENCESTORE2,350 SFOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE185.577N22° 36' 48.60"E568564 568 EXISTING RWSA 12"VCP SANITARY SEWERLINE564572 564562560564562562 562558562566566 5645645625
6
2563.27 TC563.27TC562.77EP562.30TC561.80EP561.53EP562.50TC562.00EP562.50TC562.00EP562.50TC562.00EP564.50TC564.00EP562.70EP562560564
562
561
560.20TC559.70EP562.95TC563.50TC563.50EP563.50TC563.00EPEX 2EX 4560
EX STRPARKINGLOTPROPOSED LANDSCAPEDGRASS DRY RETENTION BASINPROPOSED LANDSCAPEDGRASS DRY RETENTION BASINPROPOSED LANDSCAPEDGRASS DRY RETENTION BASINPROPOSED 2' CURB CUTPROPOSED BRICKPERVIOUS PAVERSPROPOSED 3' HIGH DECORATIVEWALL FOR SCREENING2' WIDE CURB CUTWITH RIPRAP2' WIDE CURB CUTWITH RIPRAP2' WIDE CURB CUTWITH RIPRAP2' WIDE CURB CUTWITH RIPRAPTIE PROPOSED DRAINAGEINTO EX. 15" CMP STORMAT EX. DROP INLETPROPOSED STORM BOXTIE PROPOSED DRAINAGEINTO EXISTING DITIE PROPOSED DRAINAGEINTO EX. 12" CMP STORMAT EX. DROP INLETPROPOSED 2' CURB CUTPROPOSED 2' CURB CUTPROPOSED 2.52 AC LODTREE PROTECTIONFENCINGCONTRACTOR SHALL TAKE CARE WITH THEGRADING ABOVE THE EXISTING 12" CLAY SEWERMAIN. THE RWSA SEWER LINE SHALL BEPROTECTED DURING GRADING ACTIVITIESAND MINIMUM COVER REQUIREMENTSSHALL BE MET. ADDITIONAL PERMANENTPROTECTIVE MEASURES MAY BE REQUIRED,SUCH AS REPLACEMENT WITH DUCTILE IRON PIPEOR CONCRETE ENCASEMENT.PROPOSED DRAINAGEEASEMENTREVISIONS
REVISION DESCRIPTIONDATE
JOB NO.SHEET NO.PROJECT
SHEET TITLESCALE2415 IVY ROAD COMMERCIAL REDEVELOPMENT - FINAL SITE PLAN192171200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719
INITIAL SUBMITTAL5/11/201 inch = ft.( IN FEET )GRAPHIC SCALE301"=30'4GRADING AND DRAINAGE PLAN NOTES:1. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVERSIDEWALKS.2. ALL WATER LINE, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUALINSPECTION PERFORMED BY THE BUILDING DEPARTMENT.3. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48.ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE.
PROPOSED 2,500 SFRESTAURANTPROPOSED 5,000 SFCOMMERCIAL RETAILPROPOSED 3,280 SFOF MANUFACTURING/PROCESSING/ASSEMBLY/ &FABRICATION920'61412796114NOTE: LAST (4) SPACES DO NOTCOUNT TOWARD OVERALL PARKING 564562
572
56620'PROPOSED 18,180 SFCOMMERCIAL OFFICE/RETAILEXISTINGMEDICAL OFFICESPACE(2,465 SF)EXISTINGBALLET SCHOOL(6,800 SF)EXISTINGOFFICE SPACE8,160 SFEXISTINGGAS STATION/CONVENIENCESTORE2,350 SFOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE185.577N22° 36' 48.60"E568
564568 EXISTING RWSA 12"VCP SANITARY SEWERLINE564
572
56456256056456256
2 562558562566
5665645645625
6
2
562560564
562
561
560PROPOSED 3' HIGHSTONE DECORATIVEWALLEXISTINGTREE LIMITSEXISTINGTREE LIMITS(27) ABEXISTINGTREE LIMITS(1) PY(6) IG(1) PY(12) IG(1) PY(1) PY(1) PY(6) UPA(7) IG(5) VB(1) PY(8) IG(1) PY(1) AS(15) AB(5) VB(1) AS(2) PA(2) IN(1) PY(5) VB(1) IN(2) MG(2) IN(1) MG(1) AS(2) IN(7) VB(6) MG(3) IN(1) PY(1) IN(1) PA(1) AS(1) PY(20) VB(5) MG(4) IN(1) PY(1) AS(1) AS(1) AS(1) IN(1) AS(1) PY(1) ASTREE PROTECTIONFENCINGSANITARYSEWERLATERALREVISIONS
REVISION DESCRIPTIONDATE
JOB NO.SHEET NO.PROJECT
SHEET TITLESCALE2415 IVY ROAD COMMERCIAL REDEVELOPMENT - FINAL SITE PLAN192171200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719
INITIAL SUBMITTAL5/11/201 inch = ft.( IN FEET )GRAPHIC SCALE301"=30'6LANDSCAPING PLAN5/11/2020Conservation Plan Notes:
REVISIONS
REVISION DESCRIPTIONDATE
JOB NO.SHEET NO.PROJECT
SHEET TITLESCALE2415 IVY ROAD COMMERCIAL REDEVELOPMENT - FINAL SITE PLAN192171200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719
INITIAL SUBMITTAL5/11/20
NOTES & DETAILSN/A6NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THATARE PROPOSED TO BE STATE MAINTAINED:i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED.iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBEDBASE MATERIALS.iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BECOMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED.v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENTDESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURETESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE.vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINALINSPECTION.vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THEABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THEROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE.(FOR DETENTION CELL)NOTES:1. BECAUSE THE SOIL UNDERNEATH THE PROPOSED LOCATION OF THE PAVERS IS FROM PREVIOUS CONSTRUCTIONACTIVITY, THE CONTRACTOR SHALL CONDUCT A GEOTECHNICAL INVESTIGATION OF THE SOIL UNDERNEATH THEPROPOSED PAVERS AFTER FINAL GRADE HAS BEEN ACHIEVED TO DETERMINE THE INFILTRATION AND CBR RATINGS.CONTRACTOR SHALL PROVIDE THE ENGINEER WITH THESE RESULTS PRIOR TO ORDERING AND INSTALLATION OFTHE STONE BASE FOR THE PERMEABLE PAVERS TO ENSURE AN ADEQUATE DESIGN.2. ALL OPEN GRADED STONE LAYERS SHALL BE CLEAN & DOUBLE WASHED IN ACCORDANCE WITH DCR REGULATIONS."CLEAN" STONE IS SCREENED TO SIZE AND THE BULK OF THE FINES/DUST IS REMOVED, BUT THERE IS STILL DUST ONTHE STONE. "WASHED" STONE IS WASHED THROUGH THE SCREENING PROCESS AND/OR MANUALLY WASHED.3. WHERE UNDERDRAIN CLEANOUTS ARE PROPOSED WITHIN PAVED AREAS & ARE SUBJECT TO VEHICULAR TRAFFIC,CLEANOUTS SHALL BE ENCASED IN Ø18" CONCRETE FOR THE UPPER 24". THE CLEANOUT FRAME & LID SHALL BECONSTRUCTED OF CAST IRON, OR A SIMILAR MATERIAL THAT IS STRUCTURALLY FORTIFIED.HANDICAP SPACE DETAILHANDICAPPED PARKING SIGNS
"PROPOSED 2,500 SFRESTAURANTPROPOSED 5,000 SFCOMMERCIAL RETAILPROPOSED 3,280 SFOF MANUFACTURING/PROCESSING/ASSEMBLY/ &FABRICATION10820'920'61412796114NOTE: LAST (4) SPACES DO NOTCOUNT TOWARD OVERALL PARKING 564562 572 56620'PROPOSED 18,180 SFCOMMERCIAL OFFICE/RETAILEXISTINGMEDICAL OFFICESPACE(2,465 SF)EXISTINGBALLET SCHOOL(6,800 SF)EXISTINGOFFICE SPACE8,160 SFEXISTINGGAS STATION/CONVENIENCESTORE2,350 SFOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE185.577N22° 36' 48.60"E568564 568 EXISTING RWSA 12"VCP SANITARY SEWERLINE564572 564562560564562562 562558562566566 564564562562563.27 TC563.27TC562.77EP562.30TC561.80EP561.53EP562.50TC562.00EP562.50TC562.00EP562.50TC562.00EP564.50TC564.00EP562.70EP562560564562561560.20TC559.70EP562.95TC563.50TC563.50EP563.50TC563.00EPEX 2EX 4560 EX STRPARKINGLOTREVISIONS
REVISION DESCRIPTIONDATE
JOB NO.SHEET NO.PROJECT
SHEET TITLESCALE2415 IVY ROAD COMMERCIAL REDEVELOPMENT - FINAL SITE PLAN192171200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719
INITIAL SUBMITTAL5/11/20 1 inch = ft.( IN FEET )GRAPHIC SCALE601"=60'9DRAINAGE MAP AND CALCULATIONS