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Home My WebLink AboutSP201700006 Plan - Approved 2017-02-20LEGEND EXIST NEW DESCRIPTION 165TC x 12TC TOP OF CURB ELEVATION 165 x 125 SPOT ELEVATION 16°TW x 12'TW TOP OF WALL ELEVATION 165BW x 125BW BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER -rro Ro ROOF DRAIN -$ SEWER LINE e••W s••w WATER LINE -CAS- GAS GAS LINE - WE OHe OVERHEAD ELECTRIC WIRE -ucc- UGe UNDERGROUND ELECTRIC - DIRT - OHT OVERHEAD TELEPHONE LINE -U"- ucr UNDERGROUND TELEPHONE LINE D ["l DRAIN INLET (DI) O O STORM/SANITARY MANHOLE E E PLUG ®w o WATER VALVE & BOX ♦ -4- FIRE HYDRANT ® ®M WATER METER ♦� �"� LIGHT POLE f UTILITY POLE PROPERTY LINE ADJACENT PROPERTY LINE _______ VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK SANITARY EASEMENT -- GRADING EASEMENT DRAINAGE EASEMENT -"'- UTILITY EASEMENT - -•- WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT TREE LINE -�� FENCE STREAM 312- - 12 - INTERVAL CONTOUR 300- - 00 - INDEX CONTOUR CG-2 CG-6 CG-2 CG-6 STANDARD 6" CURB COMBINATION 6" CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND o a PARKING COUNT - CROSSWALK HANDICAP ACCESSIBLE AISLE ® CG-12 HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. MINOR SITE PLAN AMENDMENT FOR 450 Westfield Road Amendment to SDP 1979-67: McCann Delivery Service TMF OG I WO-0 I-OC-00600 RIO MAGISTERIAL DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 19 9=500, n_: non w ya F° Mbtta nwce ri // i �'n W CbMrteiHGM� f' C SITE �A taco APO v s y -:41i i6 BBC 2,J6o' F,a�„two„ w A� �¢, a :mw xnra - f C ri umea pmsu �'6 W IMAGE PROVIDED BY BING MAPS SHEET INDEX SHEET C I - COVER SHEET SHEET C2 - EXISTING CONDITIONS * DEMO SHEET C3 - SITE PLAN SIGNATURE BLOCK CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION DATE OWNER / DEVELOPER Owner: Premier Plaza LLC 3002 Berkmar Drive Charlottesville, VA 22901 Developer: Ameer AI-shammari 450 Westfield Road Charlottesville, VA 22901 ZONING C1 - Commercial AIA - Airport Impact Area EC - Entrance Corridor LEGAL REFERENCE TMP 061WO-01-OC-00600 - DB 3135 PG 621 (0.39 Acs) - DB 688 PG 290 (Plat) - DB 688 PF 287 (Access Easement) BENCHMARK Assumed bench mark for this plan is a storm structure manhole top located on east side of entrance to site. Elev. = 495.23 See sheet C2. SOURCE OF BOUNDARY & TOPO Boundary survey information provided by: Commonwealth Land Surveying, LLC. Topographic survey provided by. Commonwealth Land Surveying, LLC. on February 2, 2017 1484 Greenbrier Place Charlottesville, VA 22901 (434) 973-0513 A title report was not provided. All easements and encumbrances may not be shown on this plan. EXISTING USE Maintenance Shop PROPOSED USE Automobile Sales, Service, and Rentals Office Area: 300 SF Service Area: 600 SF Storage Area (including shed): 400 SF Building Footprint: 1,300 SF Outdoor Display Area: 4,900 SF FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO278D), this property does not lie within the Zone AE 100-year flood plain. WATER & SANITARY SERVICES All water and sanitary sewer services are existing and provided by the Albemarle County Service Authority. ELECTRIC / TELEPHONE / CABLE Any new service lines for electricity, telephone and cable TV, if feasible, are to be installed underground. Care is to be taken to assure their location does not conflict with any other aspects of the proposed site plan amendment. LANDSCAPING CANOPY Existing Street Trees, located along Westfield Road, shall be preserved along with existing trees located on the north side of the site. New screening shrubs and one new street tree are proposed on sheet 3. CRITICAL SLOPES There are managed steep slopes shown within this property. See sheet C2. WATERSHED This site is located within the Meadow Creek Watershed. This site is not located within a water supply protection area. SUPPLEMENTAL ZONING This site plan is subject to the following requirements as per Section 5.1.31 of the Albemarle County Zoning Ordinance: a. All parts, materials and equipment shall be stored within an enclosed building. b. No vehicle awaiting repair shall be located on any portion of the site so as to be visible from any public street or any residential property, and shall be limited to locations designated on the approved site plan. C. All services shall be performed within an enclosed building. d. No buildings in which services are performed shall be located closer than fifty (50) feet from any residential or agricultural district. This site plan is subject to the following requirements as per Section 5.1.32 of the Albemarle County Zoning Ordinance: a. This provision is intended to provide locations for the towing and/or temporary storage of collision/disabled vehicles. No body or mechanical work, painting, maintenance, servicing, disassembling, salvage or crushing of vehicles shall be permitted; except that the commission may authorize maintenance and servicing of rental vehicles in a particular case; b. No vehicle shall be located on any portion of such property so as to be visible from any public road or any residential property and shall be limited to locations designated on the approved site plan. GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART 1926). 10. WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS -OF -WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. PARKING SCHEDULE a ►� w Proposed Use: Required Motor Vehicle Sales and Display: 1 Space Per 1500 sf display area w 4,900/1500 = 4 Spaces Required o N Total Number Spaces Provided: 4 Spaces (includes 1 handicap accessible) LAND USE SCHEDULE EXISTING Area % ENLTH OF 1 It Building (includes shed) 1,300 SF 7.6% O� Pavement 8,313 SF 48.8% Sidewalk and Ramp 473 SF 2.8% Impervious area 10,086 SF 59.2% - Open space 6,951 SF 40.8% U JUST HIMP a Total= 17,037 SF (0.39 AC) hc. 0.45183 k� PROPOSED Area Building 1,300 SF 7.6% Pavement 10,613 SF 62.3% �' S%NAL Sidewalk 100 SF 0.6% Impervious area 12,013 SF 70.5% Open space 5,024 SF 29.5% Total= 17,037 SF (0.39 AC) LIGHTING Pole mounted lighting is not proposed with this application. Wall mounted lighting fixtures on the existing building shall be replaced in accordance with sheet C4. SIGNS An existing sign is shown on Sheet 2 of this plan. A new sign is not proposed with this submittal. BUILDING HEIGHT Maximum: 65' Floors above 40' or the third story shall be stepped back a minimum of 15' from the front of the building. SETBACKS Front Building: 10' Rear & Side Building: Buildings separated per building code. 11. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6" LIFTS. 12. COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 13. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487. CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 14. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 15. CUT AND PATCH WORK IN EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 16. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. 17. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 18. THERE IS NO PROPOSED SITE LIGHTING. ANY WALL MOUNTED LIGHTING WILL BE LESS THAN 3,000 LUMENS. D-- _ TOP: 494.71 IN: 488.41 V) z 'IN: 491.2 TOP IN: OUT V) O O LLJ V LL � u� CO LO LLJ m TOP: 500.44 H JiOUT: 495.09 II° D \ II � II °' F �\/ 30' ACCESS] EASEMENT (D.B. 688 1 PG 287) II m D \ IL � E. / ° I II II If 00 II B 1 II` m PARCEL ID 061 WO01 00001 00 CHALLENGER WAY LTC 0.76 ACRES D.B. 3574 PG 319 P.B. 3574 PG 334 ZONED: Cl COMMERCIAL EXISTING TREES (TO REMAIN) LHNU U�)t: Kt-IHIL �)IUKt it II N 63016'15" E 198.10, O EXISTING EDGE OF PAVEMENT (TO BE REMOVED) EXISTING RAMP' (TO BE REGRADED= EXISTING U; I AS NECESSARY) MAINTENANCE/SHOP BUILDING II �0 1,200 S.E. o II EXISTING SIGN — FFE = 501.40 0 / (TO REMAIN) I — 119 t� a II I II o CONCRETE WALKWAY 39,9' — w \ (TO REMAIN) �\ — — — — 12' DRAIN I I--j 495.A6. 489.�6:e ' 489.Q II I I IL . i EXISTING STREET TREES (TO REMAIN) LLIo — _ — —AGE EASEMENTS� r - - 2 Cp — — _ II O �-� - �- — — — — C3 � _ z � � TOP: 498.82 -a — IN: 493.87 I / c m moo—--flq---- 10x10 SHED N: Q 5 / z o ILW — (_TO BE RELOCATED) INV I0 .6 w I c� m Q w o / MANAGED SLOPES � \ - — ~ _ EXISTING EDGE OF PAVEMENT \ N \\ (TO BE REMOVED) Al Is 1 v� LL / / EXISTING 6' CHAIN LINKED FENCE u / (TO REMAIN) zo LL- PARCEL ID 061 WO01 0000200 D PREMIER PLAZA LLC z � � X 0.44 ACRES < D.B. 3551 PG 167 \ ZONED Cl COMMERCIAL �1 LAND USE: RETAIL STORE /S �o I/ / / PARCEL ID 061 MO-00-00-00600 TIOTA LTD 3.75 ACRES D.B. 1146 PG 326 ZONED: Cl COMMERCIAL LAND USE: MOTEL 10 0 10 20 30 SCALE: 1 " = 1 ��TH Op� o� U JUS icMe S. 45183 TOP: 494.71 IN: 488.41 TOP: 500.44 H /1OUT: 495.09 Il oa 30' ACCESS] EASEMENT IL /� (D.B. 688 1 PG 287) I II° \ IL D IJ STfG II I.�. AR D II I NTRA CE I V) u ;o r�o,/III NEW �G-2 G� RB IN: 491.23 I� TOP IN: OUT 0 0 0� r O W � _ c� LO I1—i 495.A6 489.56 p 489.Q II I IL PARCEL ID 061 WO-01—OC-001 00 CHALLENGER WAY LLC 0.76 ACRES D.B. 3574 PG 319 P.B. 3574 PG 334 ZONED: C1 COMMERCIAL AND USE: RETAIL STORE �I -----_-- NEW CG-2 CURB _ JI ______________________=====J N 63016'15" E _ _ _ _ --L --_ 198.10' 00 C ISTOMER 'ARKIN G 0 — — 12' D NAGS E 4,900 SF DISPLAY _ \alur�I \4quu�= 'rrinn\o� 'rnnmo` `p\\Ilbry. �4nno`O 41 err/llll\\e ° NEW RAMP GRADE = T SLOPE @ 10% 1,200 SF EXISTING BUILDING SALES OFFICE AND SERVICE BAY ASEMENT \ — — — RELOCATED STORAGE SHED �502 II II o VEHI LES I.E. IN IN: 50 .6 �� — �AWAI�TING REP _IR ' i PARCEL ID 061 WO-01—OC-00200 PREMIER PLAZA LLC 0.44 ACRES NEW CG-2 CURB D.B. 3551 PG 167 ZONED C1 COMMERCIAL LAND USE: RETAIL STORE 10 0 10 20 30 SCALE: 1 " = 1 PARCEL ID 061 MO-00-00-00600 TIOTA LTD 3.75 ACRES D.B. 1146 PG 326 ZONED: C1 COMMERCIAL LAND USE: MOTEL EXISTING LANDSCAPE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Min. Cal./Height Quantity Can SF Total Canopy SF 0 Large Deciduous Tree Quercus palustris Pin Oak 24" 4 462 1848 0 Large Deciduous Tree Unknown Unknown 30" 1 250 250 0 Large Deciduous Tree Unknown Unknown 24" 1 225 225 0 Large Deciduous Tree Unknown Unknown 18" 1 200 200 0 Large Deciduous Tree Unknown Unknown 15" 1 175 175 TOTAL SF: 2698 PROPOSED LANDSCAPE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Min. Cal./Height Quantity Can SF Total Canopy SF �'' 0( + `�! Large Deciduous Tree Quercus palustris 'Green Pillar' Pin Oak - Green Pillar 1.5" 1 38 38 Broadleaved Evergreen Shrub Ilex glabra "Shamrock" "Shamrock" Inkberry Holly 24" Ht. 18 23 414 00I I'�% Broadleaved Evergreen Shrub Rhododendron spp. Rhododendron 24" Ht. 12 23 276 ^PJM Elite" TOTAL SF: 728 ��TH pF� O� o g` U JUSWOfHNW Sic. 45183