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Home My WebLink AboutSDP201700014 Plan - Approved Minor Amendment 2017-10-24EXIST E C I I 163 TC x 125 TC TOP OF CURB ELEVATION 166 x 125 SPOT ELEVATION 163 TW x 125 TW TOP OF WALL ELEVATION 165 E3W x 125 BW BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER m €€D .,,......... - RD ROOF DRAIN SEWER LINE " W.W WATER LINE GAS GAS LINE CHE GHE OVERHEAD ELECTRIC WIRE ME_ -- USE UNDERGROUND ELECTRIC CHT OHT OVERHEAD TELEPHONE LINE UGT UGT UNDERGROUND TELEPHONE LINE I" DRAIN INLET (DI) OO STORM/SANITARY MANHOLE L C PLUG ®V WATER VALVE & BOX :Y 4- FIRE HYDRANT ®"' WATER METER 0-0 LIGHT POLE UTILITY POLE PROPERTY LINE - - - - ADJACENT PROPERTY LINE ------- VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK -..._._...e..v..__._ SANITARY EASEMENT GRADING EASEMENT DRAINAGE EASEMENT _........, ___e ....... _ UTILITY EASEMENT WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT TREE LINE FENCE STREAM 312 12- INTERVAL CONTOUR 300 00INDEX CONTOUR CG-2 CG-2 STANDARD 6" CURB C-; CG-6 COMBINATION 6" CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK IU" a r RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND 10 10 PARKING COUNT 't CROSSWALK HANDICAP ACCESSIBLE AISLE A-N /FN CG-12 L �, HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. r�10 MAGISITERIAL DISITRICT, ALBEMARLE COUNTY, VIRGINIA IMAGE PROVIDED BY BING MAPS SHEET C I - COVER SHEET SHEET C2 - EXISTING CONDITIONS * DEMO SHEET C3 - SITE PLAN SHEET C4 - LIGHTING PLAN 40 US OWNER / DEVELOPER Owner: Premier Plaza LLC 3002 Berkmar Drive Charlottesville, VA 22901 Developer: Ameer AI-shommari 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. BOUNDARY & T 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. I S, TI 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: 3,200 SF SETBACKS Front Building: 10' Rear & Side Building: Buildings separated per building code 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 L P 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. Proposed Use: Required Motor Vehicle Sales and Display: 1 Space Per 1500 sf display area 3,200/1500 = 3 Spaces Required Total Number Spaces Provided: 4 Spaces (includes 1 handicap accessible) LAND USE SCHEDULE EXISTING Area % Building (includes shed) 1,300 SF 7.6% 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% Total= 17,037 SF (0.39 AC) PROPOSED Area % Building 1,300 SF 7.6% Pavement 8,380 SF 49.2% Sidewalk and Ramp 473 SF 2.8% Impervious area 10,153 SF 59.6% Open space 6,884 SF 40.4% Total= 17,037 SF (0.39 AC) GENERAL CONSTRUCTION NOTES I. 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. SUPPLEMENTAL ZONING w On August 9, 2017, the Albemarle County Board of Supervisors approved SP201700006, allowing motor vehicle sales and rentals on this site with �+ W the following conditions of approval: 1. Development and use shall be in general accord with the following revised plans prepared by Shimp Engineering, Sheet C3 (3 of 3 in special use permit plan set) dated May 15, 2017 (hereinafter "Layout Plan"), as determined by the Director of Planning and the Zoning Administrator. To be in general accord with the Layout Plan, development and use shall reflect the following major elements as shown on the Layout Plan: �q a. Location of proposed parking and display areas; and b. Landscaping and screening along Westfield Road 'JjJ TI M. SHIMP Minor modifications to the Layout Plan that do not otherwise conflict / i o.45183 with the elements listed above, may be made to ensure compliance with the Zoning Ordinance. 2. The use shall commence on or before August 9, 2020 or the permit ��IOhIAL shall expire and be of no effect. 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. 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. An existing sign is shown on Sheet 2 of this plan. A new sign is not proposed with this submittal. HEIGHTBUILDING Maximum: 65' Floors above 40' or the third story shall be stepped back a minimum of 15' from the front of the building. 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. 0 TOP: 494.71 IN: 488.41 a m 'IN: (4 m inwi TOP: IN: OUT: I I 0 T CD In TOP: 500.44 POUT: 495.09 41 30' ACCESSI EASEMENT E 11. I.J (D B. 688�PG 287) PARCEL ID 061WO-01-OC-00100 CHALLENGER WAY LLC 0.76 ACRES D.B. 3574 PC 319 P.B. 3574 PG 334 ZONED: Cl COMMERCIAL LAND USE: RETAIL STORE F-- F-- r- EXISTING I (TO REI\ .(TO BE REGRADED. EXISTING [I AS NECESSARY) MAINTENANCE/SHOP BUILDING 1,200 S.F. i:- il:- 501 A 495.213 489-93, 489.C1j8,,l ll flp EXISTING STREET TREES (TO REMAIN) PARCEL ID 061WO-01-OC-00200 Area of Disturbance = 19 150 SF PREMIER PLAZA LLC 0.44 ACRES D.B. 3551 PC 167 ZONED Cl COMMERCIAL LAND USE: RETAIL STORE PARCEL ID 061MO-00-00-00600 TIOTA I TD 3.75 ACRES D.B. 1146 PG 326 ZONED: Cl COMMERCIAL LAND USE: MOTEL 10 0 10 20 SCALE: 1 " = 10' 0 6(JV ZT7�MSHIMP 5> Tc.No. 5183 ,J -S,(ONAL ki " Haight: 7-118 r2'z2 cmn7 H f Width: 16-3/8" a & Depth: 9-5/16" -- W D — (23.6 rin.) Weight 301bs (max): (13.6 hJ; Catalosi Neves Introduction The Contour"' Series luminaires offer traditional square dayforms with softened edges for a versatile look that complements many applications. The CSXVV LED combines the latest in LED technology with the familiar aesthetic of the Contour" Series for stylish, high-performance illumination that lasts. It is ideal for replacing "100- 40OW metal halide in wall -mounted applications with typical energy savings of 80% and expected service life of over 100,000 hours. (I „ EXAMPLE: CSXW LED 30C 700 40K T3M IVIVOLT DDBXD ......... (sx�V J ED CSXWLED 30C 30LED" 700 rlOrnA 40K MINK Uhl Type11, MULTI Shipped included Shipped installed DDBXD Darkrron,,e 1000 1010flIA 50K 5)000K 'sum 120, (o161i;i Surfar, rinun€ PE i'Ilotceierirc<ell; DBLXD Black T3M Pyoell1, 208; buttorityl�e " DNAXD NlatuJaiummum medium 2MJ ` Shipped separately DMG 0-10`Vdininirlgdriver {rIo controLj MRD Millt T4M 1yme 1V, mediu 277 6BW Su face Sf SLngle fuse ,120, 277, DDBTXD Textu zd Bark ixonze TRIM Type 3473 mounted back 3471i)' DBLf3XD TeXCufed b':ack forwaid box (for(onduit DF Double fuse O08, 240, Dt+IATXD Textured natural throw, 4801 entry) ' 480V?' alurililium DWHGXD Texrured white Shipped separately° VG Vandal guard WG VJ11feguard For use with 7/4" fasteners i 3.. CSXWBhVVMUD U Back box accessary (speuiyfinish) (SMUG U Wire guard accessory CSMANGU Vandal guard accessory NOTES 7 Configured with 400CK (/40K) provides the shortest lead times. Consult factory for 5000K V50K) lead times, 2 hSvau driver operates on any line voltage from 120- 277V (50/60 Hz). Specify 120, 208, 240 or 277 options onlywhen ordering with fusing (SF, DF options) or photocontrol (PE option) 3 Available with 700 mA options only (30C 700). 4 Also available as a separate accessory; see Accessories information at left. 5 Photocontrol {PE) requires 120, 208, 240, 277 or 347 voltage option. 6 Ibiust be ordered with fixture; cannot be field installed. 7 Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse OF) requires 208, 240 or 480 voltage option. One Litho° a rl.ay o Conyers Georgia 30012 > Phone. 800 274.8041 - Fax : 1./0.918.1209 9 CSXW LED 4FA 3",1V40Vr.1A, q 2( '? 2016 Acuity ararids I lybt.ng, Inc. A , rights reservers. Rev. 02/22/16 Y 9nufactur Catalog Description Lamp Number Filename Lumens Per Light Loss Wattage Number Lamps Lamp Factor -honia CSXW LED CONTOUR SERIES LED LED 1 CSXW—LED— 7981.7 1 69.0 �hting 30C 700 WALL —MOUNT WITH 30 3oC_700_40K 40K T2N1 4000K LEDS OPERATED _T2M.ies AT 700mA AND PRECISION MOLDED ACRYLIC TYPE II LENS STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Site Area + 0.9 fc 10.5 fc 0.0 fc N / A N / A NOTE: 1. All wall mounted fixtures shall be mounted at a height of '15'. 2. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one half footcandle. N 0 G) � N N W �- Q > > �i � J z w 0 W J Q O I N U O U JUS I A SIIIMP > L o. 45183 IN i Date (n fn C O N O O E E a O O U U U U) U U O 02/20/17 Scale 1 " =10' Sheet No. C4 OF 4 File No. 16.057