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Home My WebLink AboutSDP201700014 Plan - Submittal (First) Minor Amendment 2017-05-16EXIST NEW DESCRIPTION 1 e TC X 125 TC TOP OF CURB ELEVATION 166 x 125 SPOT ELEVATION 166 TW X 125 TW TOP OF WALL ELEVATION 163 DW X 125 BW BOTTOM OF WALL ELEVATION j BENCHMARK - STORM SEWER -- RD Ro ROOF DRAIN - SEWER LINE :9 6"w WATER LINE GAS GAS GAS LINE CHE OHE OVERHEAD ELECTRIC WIRE uGE -•R• ® UGE UNDERGROUND ELECTRIC CHT OHT OVERHEAD TELEPHONE LINE UCT UGT UNDERGROUND TELEPHONE LINE I - I DRAIN INLET (DI) OO STORM/SANITARY MANHOLE C E PLUG ®v WATER VALVE & BOX -ia FIRE HYDRANT 011a ®"' WATER METER r _ LIGHT POLE -a $ UTILITY POLE PROPERTY LINE - - - ADJACENT PROPERTY LINE ------- VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK SANITARY EASEMENT GRADING EASEMENT DRAINAGE EASEMENT -- � - w..---------- -... UTILITY EASEMENT -. WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT r VW� TREE LINE FENCE STREAM 12- 12 - INTERVAL CONTOUR Oo oo INDEX CONTOUR GG-2 CG-2 STANDARD 6" CURB CG_6 CG-6 COMBINATION 6" CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND to 10 PARKING COUNT ;.. .j>>;;>• CROSSWALK HANDICAP ACCESSIBLE AISLE >3 CC-12 HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. RIO MAGISITERIAL DISITRICT, ALBEMARLE COUNTY, VIRGINIA Al . - - "9. - W-1 FIRE OFFICIAL IMAGE PROVIDED BY BING MAPS SHEET C I - COVER SHEET SHEET C2 - EXISTING CONDITIONS � DEMO SHEET C3 - SITE PLAN AM" lb, i111111 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 BOUNDARY Boundary survey information provided by: Commonwealth Land Surveying, LLC. Topographic survey provided by: Commonwealth Land Surveying, LLC. 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. BUILDING I T 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. EXISTING S Maintenance Shop PROPOSED USE Automobile Sales, Service, and Rentals Office Area: 4,680 SF Manufacturing Area: 9,360 SF Building Footprint: 9,360 SF 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. 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. PARKING SCHEDULE Proposed Use: Required Motor Vehicle Sales and Display: 1 Space Per 1500 sf display area 4,900/1500 = 4 Spaces Required ALTH O� Total Number of Spaces Provided: 4 Spaces (includes 1 handicap accessible) �I WATER & SANITARY SERVICES U JUST HIMP C. o. 45183 All water and sanitary sewer services are existing and provided by the Albemarle i County Service Authority. /CABLEV SIaNAL ELECTRIC /TELEPHONE 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. co CRITICAL SLOPES o E There are managed steep slopes shown within this property. See sheet C2. 0 o �v WATERSHED U 0 V This site is located within the Meadow Creek Watershed. This site is not located within a water supply protection area. LIGHTING Pole mounted lighting is not proposed with this application. Wall mounted lighting fixtures shall be less than 3.000 lumens.LAND USE S, o, SCHEDULE EXISTING Area % Building 1,300 SF 7.6% > r 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 10,613 SF 62.3% 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) SIGNS An existing sign is shown on Sheet 2 of this plan. A new sign is not proposed with this submittal. In 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 43'18 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. C ) -- -- TOP: 494.71 IN: 488.41 C4 'IN: 491.23 TOP: IN: OUT: LL O WJ Ln W EXISTING STREET TREES (TO REMAIN) TOP: 500.44 �.�; �, � 1iOUT: 495.09 PARCEI ID 061 WO-01—OC-00100 [ CHALLENGER WAY LLC 1I.Iu—�6 0.76ACRES IIa o � D.B. 3574 PG 319 EXISTING Tf 3 \// n� Af-r—F � FA`�'�MFNIT P.B. 3574 PG 334 (TO RED o I ► / x- " W LijEXISTING EDGE 0E PAVEMENT ° N (T0 BE REMOVED)' �-'- p-- G IL ✓ EXISTING 6' CHAIN LINKED FENCE / I I a I w� Lij (TO REMAIN)/ - I n J / o PARCEL ID 061 WO-01—OC--00200 PREMIER PLAZA LLC I ot x / '� 0.44 ACRES ling c� Q D.B. 3551 PG 167 ZONED Cl COMMERCIAL 0 9 LAND USE. RETAIL STORE II 0) Im_� I: II �' I / I � % IN a o / III 1.1= . TP 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 20 30 SCALE: 1 • U JUST HIMP > c. o. 45183 w k�'VSAONAL 'o A M 'IN M a TOP: 494.71 IN: 488.41 TOP: 495.Ai5. IN: 489-931 OUT: 489.Q�- p I1 of W v) Q 0 c� Iz c� L0 PARCEL ID 061 WO-01—OC-001 00 CHALLENGER WAY LLC 0.76 ACRES 3574 PG 319 D. B. P.B. 3574 PG 334 ZONED: C1 COMMERCIAL LAND USE: RETAIL STORE ATT.`tAT 1"!'' ') l'TTnT7 198.10 ' _ — ... PARCEL ID 061 WO-01 —OC—O( PREMIER PLAZA LI_C 0.44 ACRES NEW CG 2 CURB D.B. 3551 PG 167 ZONED C1 COMMERCIAL LAND USE: RETAIL STORE • • 10 20 30 SCALE: 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 Canopy 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 . 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 k 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 °r''O% Broadleaved Evergreen Shrub Rhododendron spp. Rhododendron "PJM Elite" 24" Ht. 12 23 276 TOTAL SF: 728 ,off U JUST HIMP C. o. 45183 w ��` ,SIoNAL ��