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Home My WebLink AboutSDP201700077 Plan - Submittal (First) 2017-12-04LEGEND EXIST NEW DESCRIPTION STORM/SANITARY MANHOLE x 125 TC TOP OF CURB ELEVATION ®4 X 125 SPOT ELEVATION FIRE HYDRANT X 12'TW TOP OF WALL ELEVATION x 125BW BOTTOM OF WALL ELEVATION INDEX CONTOUR BENCHMARK CG -2 -} M : STORM SEWER Y.........5 I .,..,-_. _-_ R L�- ROOF DRAIN CONCRETE PAVEMENT / SIDEWALK f h. SEWER LINE RIPRAP 9- `< t F= 6 WATER LINE GRASS GAS LINE EC -2 MATTING O HZ OVERHEAD ELECTRIC WIRE --- U G -E UNDERGROUND ELECTRIC E r• C H -T OVERHEAD TELEPHONE LINE i U G -T UNDERGROUND TELEPHONE LINE �-� LIGHT POLE -0UTILITY 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 ,....;.., DRAIN INLET (DI) OO STORM/SANITARY MANHOLE _- C PLUG ®4 WATER VALVE & BOX w.. .♦- FIRE HYDRANT k.' ® WATER METER �-� LIGHT POLE -0UTILITY 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 ,....;.., v.-. �� TREE LINE `r FENCE STREAM 12 - INTERVAL CONTOUR oo - INDEX CONTOUR ;f. CG -2 STANDARD 6" CURB M : CG -6 COMBINATION 6" CURB & GUTTER I CONCRETE PAVEMENT / SIDEWALK f h. RIPRAP `< S A PHALT O GRASS EC -2 MATTING EC -3 MATTING WETLAND 10 10 PARKING COUNT CROSSWALK HANDICAP ACCESSIBLE AISLE CG -12 HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. INITIAL SITE DEVELOPMENT PLAN FOR GREENMONT HOrWORK5 TMP 12100-00-00-09200 SAMUEL MILLER MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"-1,000 SIGNATURE BLOCK CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY IRE OFFICIAL .ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX C I - COVED 5N EET C2 - FXI5TI NG CON DITI ONS C3 - SITE PLAN AN" OWNER / DEVELOPER Murray, James B. Jr. & David W. Kudravetz, Trustees; Keene Land Trust 427 Park St. Charlottesville, VA 22902 ZONING RA - Rural Areas EC - Entrance Corridor SP 201700017 submitted with revisions for review based on county comments November 22, 2017. SP is for agricultural processing facility in RA. LEGAL REFERENCE TMP 12100-00-00-09200 - DB 3929 PG 648 (5.75 Acs) - DB 305 PG 441 (PLAT) BENCHMARK USGS NAVD88 SOURCE OF BOUNDARY & TOPO (1) Boundary survey information is a compilation of deeds, plats, and a field survey performed by Stanley Land Surveys, PLC on 11/29/17. Topographic survey also provided by Stanley Land Surveys. (2) A title report was not provided. All easements and encumbrances may not be shown on this plan. BUILDING HEIGHT Maximum structure height = 35' Proposed Height = 20' SETBACKS Front: 75' Side: 50' Rear: 50' EXISTING USE Farm Building PROPOSED USE Agricultural Processing Facility as per SP201700017. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO525D), this property does not lie within the Zone AE 100 -year flood plain. 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 Proposed Use: Required: Agricultural Processing Facility: 1 Space Per Employee x 4 Employees 2 Customer Spaces Total Number of Spaces Provided: 4 Employee Spaces 2 Customer Spaces 1 HC Space 7 Total Spaces Provided WATER & SANITARY SERVICES Water is to ne supplied by an existing well on site. Bathroom facilities will be serviced by subsurface drainfields. ELECTRIC /TELEPHONE /CABLE TV If feasible, all new service lines for electricity, telephone and cable TV 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 Proposed landscaping will be shown with the final site plan submittal. CRITICAL SLOPES No critical slopes are located on the parcel. WATERSHED This site is located within the Totier Creek Watershed, This site is located within a water supply protection area. LIGHTING A lighting plan will be submitted with the Final Site Plan. LAND USE SCHEDULE EXISTING Area % Building 1,375 SF 24.2% Parking Area 4,308 SF 75.8% Impervious area 5,683 SF 2.4% Open space 234,162 SF 97.6% Total= 239,845 SF (5.51 ac.) PROPOSED Area % Building 7,375 SF 20.7% Parking Area 28,205 SF 79.3% Impervious area 35,580 SF 14.8% Open space 204,265 SF 85.2% Total= 239,845 SF (5.51 ac.) SIGNS All signs shall conform with the MUTCD Guidelines. ITE TRIP GENERATION It is anticipated the agricultural processing facility will generate 40 total trips per day (20 in, 20 out) during harvest season: July through October. The agricultural processing facility is anticipated to generate 0-4 total trips November -June. NLTI U JUSTIN Amp a Lic. V183 Q, �w `�S7ONAL F'�Cs 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 EXISTING 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. V� CC 0A Co 00, 0 % \�Ne ;//, /� -ee\x 0 -5-4 ON LO X)e 0 .V, ........ ... 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