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Home My WebLink AboutSDP201800039 Plan - Approved Initial Site Plan 2018-09-25INITIAL SITE DEVELOPMENT PLAN FOR FANTOP5, CORNER I'll -11 giniii Ulm KIVANNA DISTRICT, ALE3EMARLE COUNTY, VIRGINIA SHEET INDEX C I - COVER 5H FET C2 - EXISTING CONDITIONS * DEMO PLAN C3 - SITE PLAN C4 - UTILITY * GRACING PLAN C5 - LANDSCAPE PILAN C6 - ROAD DETAILS * SITE DETAILS F M I J J :I .111111111IN 4 1-1 J :101 a J - Tax Map 78 Parcel 58G1 was rezoned to Highway Commercial per ZMA 2013-00002. The approved proffer statement is as follows: 1. Interconnectivity. Contemporaneously with, and as partt of, frontage improvements along Stony Point Road (Rt. 20) required in connection with any subdiivision plat or site plan for the Property, the Owner shall construct a private road from Stony Point Reuel (Rt. 20) across the Property to and across TIVIP 78-5A to U.S. Route 250, as labeled Road "A" on Exhibit C -l. The location, aligiunent and design of Road "A" may be adjiusted with approval o;f the County Engineer. The Owner shall record an easement for the private road granting right of 1public passage over Road "A" which shall be recorded prior to the request for the first Certificate of'Occupancy for the Property. An access easement to 1Aa1P 78- 6 shall be provided subject to an agreement between the respective owners to share the cost of maintenance and construction for sharedi portions of Road "A", 2. No Certificate of Occupancy until Road "A" is camphete. The Owner shall not request a Certificate of Occupancy for any building on the Propert3y until the private road connection between U.S. Route 250 and Route 20 is completed along with entrance improvements as required by the Virginia Department of Transportation. Construction of Road "A" shall be deemed complete when the County Engineer determines the roadway is safe and convenient for traffic. The location of the private road connections may vary in accordance with entrance guidelines provided by the Virginia Department of Transportation. 3. Route 20 Widening. The Owner shall not request a Certificate of Occupancy for any building on the Property until the Owner has constructed a second north bound lane on Route 20 along the frontage of the Property such that two full north bound laines are provided on Route 20 from its intersection with U.S. Route 250 to the intersection of Ro>ad "A" and Route 20. VICINITY MAP SCALE: 7"=1,000' LEGEND DESCRIPTION EXIST „a. EXIST NEW DESCRIPTION EXIST NEW DESCRIPTION ..iv x 125 TC TOP OF CURB ELEVATION"'" `'i �__, __ T DRAIN INLET (DI) IV, x 125 SPOT ELEVATION -- <ll; -- ® 0 STORM/SANITARY MANHOLE �,IMll DS 140 c00 — INDEX CONTOUR , 1 STS'' .z W x 12 TW TOP OF WALL ELEVATION PLUG l?hw x 125 BW BOTTOM OF WALL ELEVATION ' OW WATER VALVE &BOX BENCHMARK ' 4- FIRE HYDRANT vR STORM SEWER ® WATER METER W ,....m.u._., RD ROOF DRAIN � �--� LIGHT POLE wwom—A;., ----- SEWER LINE m u - - UTILITY POLE VW WATER LINE „n.,._.._ „;�,_...._.... SAS GAS LINE SANITARY EASEMENT u a — OHE OVERHEAD ELECTRIC WIRE -- -- GRADING EASEMENT __---- — USE UNDERGROUND ELECTRIC " a v r� , • DRAINAGE EASEMENT oHT OVERHEAD TELEPHONE LINE .. UTILITY EASEMENT mMA ri" -r, h =ry — ucr UNDERGROUND TELEPHONE LINE y" _ y _. WATER EASEMENT ACCESS EASEMENT PROPERTY LINE STORM DRAINAGE EASEMENT — - - — ADJACENT PROPERTY LINE . wµ ..,,n. - VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK VICINITY MAP SCALE: 7"=1,000' iiviAUt HNUVIut=u BY UUUUut` MHN EXIST NEW DESCRIPTION EXIST „a. • • -, ... TREE LINE �a in out w v.r FENCE RIPRAP 66 4< STREAM Reta i 1 851 4,350 SF 34 34 GRASS 27 26 53.5 -- <ll; -- —112— INTERVAL CONTOUR �,IMll DS 140 c00 — INDEX CONTOUR , w? 6 ITE a 4 Y 6 P1`yi dt I L) zT 1r1 Pyr,%.'` f ` e CkL y r 4 Iry"' ar iiviAUt HNUVIut=u BY UUUUut` MHN EXIST NEW DESCRIPTION EXIST „a. • • -, ... TREE LINE �a in out w v.r FENCE RIPRAP 66 4< STREAM Reta i 1 851 4,350 SF 34 34 GRASS 27 26 53.5 -- <ll; -- —112— INTERVAL CONTOUR �,IMll DS 140 c00 — INDEX CONTOUR , C,G-2 GtG-2 STANDARD 6" CURB Jlq CCG -6 COMBINATION fi" CURB & GUTTER NEW DESCRIPTION 1a 8 d CONCRETE PAVEMENT f CROSSWALK SIDEWALK n CG -12 in out w v.r Hotel RIPRAP 66 4< ASPHALT Reta i 1 851 4,350 SF 34 34 GRASS 27 26 53.5 EC -2 MATTING 1 70 64 135 EC -3 MATTING 140 WETLAND NEW DESCRIPTION 1a PARKING COUNT CROSSWALK HANDICAP ACCESSIBLE AISLE /F -N CG -12 in out HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOIWN. PARKING Required parking: Hotel: 1 space per room. 122 rooms = 122 spaces Retail: 1 space per 100 SF. 4,350 SF / 100 = 43.5 80% of 'retail sales area' = 34.8 spaces Provided parking: Hotel: 122 spaces Retail: 55 spaces Submittal Type Reviewed and Approved by the c(gunity ►Development Departme Dat e-�4��?�-?�'I� Pit '.Oki 03 3-' -- Signature OWNER I DEVELOPER Pontops Corner, LC. 1100 Harris Street Charlottesville, VA 22903 ZONING TMP 78-5A, 5B HC -Highway Commercial, EC -Entrance Corridor TMP 78-58G1 HC -Highway Commercial, EC -Entrance Corridor Per Approved Application Plan. ZMA 2013-00002. SOURCE OF TITLE Tax Map 78, Parcel 5A, 5B & 58G1: DB 4358 PG 684 MAGISTERIAL DISTRICT Rivanna BENCHMARK Datum for topography is NAVD88. SOURCE OF BOUNDARY & TOPO Boundary & topographic survey information provided by: Feld survey provided by Roger W. Ray & Associates, Inc. on March 23, 2018. Datum for topography NAVD88. BUDDING HEIGHT Maximum: 65' SETBACKS Front minimum = 10 FT from right-of-way. Front maximum = 30 FT from nght-of-way. Side/Rear lots zoned Highway Commercial, primary structures will be constructed and separated in accordance with the current edition of the Building Code. No Side Rear max setback. Hotel complies with stepback front requirement. For each story that begins above 40 FT in height or for each story above the third story, whichever is less, the minimum stepback shall be 15 FT. EXISTING USE Vacant lot STEEP SLOPES Managed and Preserved Slopes are shown on C3 PROPOSED USE New 14,684 SF Hotel, 4,350 SF Retail Building, and Proffered Access Road LAND USE SCHEDULE EXISTING Area % Ex. Buildings 0 SF 1.8 Ex. Pavement 0 SF 3.2 Open space 274,864 SF 95.0% Total= 274,864 SF (6.31 ac.) PROPOSED Area % New Buildings 20,724 SF 7.5% New Pavement 102,073 SF 37.1% New Sidewalk 13,812 SF 5.0% Open space 138,306 SF 50.4% Total= 274,864 SF (6.31 ac.) Total Impervious Area = 136,103 SF (49.5%) WATERSHEDS This site lies within the Upper Rivanna River Watershed. This site is not within a watershed of a public water supply. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO287D), portions of this property lie within a Zone AE 100 -year flood plain. TRIP GENERATION Trip generation reflects AM and PM peak hour traffic. j�,LTH - u JUSTI INIP � .45183 o AM PM Use Description ITE Qty in out Total in out Total Hotel 310 122 rooms 36 30 66 44 32 76 Reta i 1 851 4,350 SF 34 34 69 27 26 53.5 Total 1 70 64 135 1 71 58 140 Trip generation reflects AM and PM peak hour traffic. j�,LTH - u JUSTI INIP � .45183 o