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Home My WebLink About27-22 Site PlanSITESHADY ELM ROADIND U S T R I A L DRI V E 2022-06-08 U:\Accounts\HHUSA\HHUSA22001 - Hurford Hardwoods Minor Site Plan\DESIGN\_SHEETS\CS0000.dwg PLOTTED: 6/8/2022 9:53 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS0000 BYNO.DATEREVISIONSHURFORD HARDWORDS USA / OAK WISE INC.121 DEVELOPMENT LANEWINCHESTER, VA 22602121 DEVELOPMENT LANEWINCHESTER, VA 22602HURFORD HARDWORDS USACOVER SHEETHHUSA22001 AS SHOWN KDR 2022-03-23 MMA SHEET APPROVED BY OF1 2 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPREPARED FOR: OWNER/DEVELOPER HURFORD HARDWORDS USA 121 DEVELOPMENT LANE WINCHESTER, VA 22602 540-869-5661 HURFORD HARDWORDS USA / OAK WISE INC. MINOR SITE PLAN SP#27-22 WINCHESTER, VA ORIG SUBMISSION DATE: APRIL 22ND, 2022 REVISED SUBMISSION DATE: JUNE 8TH, 2022 LOCATION MAP Scale: 1" = 1000'NORTHCALL 1-800-552-7001 CALL BEFORE YOU DIG ALWAYS CALL 811 BEFORE YOU DIG IN VIRGINIA SECTION 56-265.17 REQUIRES THREE WORKING DAYS NOTICE TO UTILITIES BEFORE YOU EXCAVATE, DRILL OR BLAST VIRGINIA UTILITY PROTECTION SERVICE, INC. TICKET NUMBER(S): PREPARED BY:PENNONI ASSOCIATES INC. 117 East Piccadilly Street Winchester, VA 22601 T 540.667.2139 F 540.665.0493 APPROVED PERMIT SET 2022-06-08 PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493LOCAL UTILITIES RAPPAHANNOCK ELECTRIC CO-OP 137 KELLEY COURT FRONT ROYAL, VIRGINIA 22630 (540) 662-2037 VERIZON 404 HILLANDALE LANE WINCHESTER, VIRGINIA 22602 (540) 665-3156 COMCAST COMMUNICATIONS 195 RAINVILLE ROAD WINCHESTER, VIRGINIA 22602 (540) 504-0942 WASHINGTON GAS 350 HILLANDALE LN. WINCHESTER, VIRGINIA 22602 (540) 868-7913 FREDERICK WATER (WATER & SEWER) 315 TASKER ROAD STEPHENS CITY, VIRGINIA 22655 (540) 868-1061 APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR ________________________________________________________________________________ APPROVED BY DATE SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE SITE DEVELOPMENT SUMMARY PIN # 63-6-5 DEED BOOK / PAGE DB 841 / PG 189 ZONING M1 SITE AREA 6.17 AC. DISTURBED AREA 4,843 S.F. SITE LOCATION 121 DEVELOPMENT LANE PREVIOUSLY APPROVED SITE PLANS SP#10-01 MAGISTERIAL DISTRICT BACK CREEK DISTRICT CURRENT USE LUMBER AND WOOD PRODUCTS PROPOSED USE LUMBER AND WOOD PRODUCTS FLOOD PLAIN FEMA FLOOD MAP #51069C0330E & #51069C0214E eff. 1/29/2021 ZONE: X - AREA OF MINIMAL FLOOD HAZARD BUILDING SETBACKS REQUIRED PROVIDED FRONT 75'79+ SIDE 25'59+ REAR 25'131+ BUILDING HEIGHT ALLOWED PROPOSED 60'LESS THAN 60' FLOOR AREA RATIO CALCULATION MAXIMUM ALLOWED F.A.R.=1.0 TOTAL GROUND FLOOR AREA =50,258.05 SF TOTAL FLOOR AREA =50,258.05 SF TOTAL LOT AREA =268,604.80 SF FLOOR AREA RATIO =0.1871 NO NEW IMPERVIOUS AREA PROPOSED WITH THIS PLAN NO NEW LIGHTING IS PROPOSED WITH THIS PLAN NO NEW UTILITIES ARE PROPOSED WITH THIS PLAN NO EROSION & SEDIMENT CONTROL MEASURES ARE PROPOSED WITH THIS PLAN NO STORMWATER IMPROVEMENTS ARE PROPOSED WITH THIS PLAN NO ADDITIONAL LANDSCAPING IS REQUIRED / PROPOSED WITH THIS PLAN GENERAL CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM ALL WORK INCLUDING RESTORATION FOR THE COMPLETED FACILITY READY FOR USE. UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK TO BE IN ACCORDANCE WITH APPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF HEALTH, VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY, FREDERICK COUNTY SANITATION AUTHORITY, THE CONTRACT DOCUMENTS AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS DATED JANUARY 2002; VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS DATED FEBRUARY 1, 2001; AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION WORK AREA PROTECTION MANUAL DATED JANUARY 1, 1996. 2. THE ENGINEER HAS ATTEMPTED TO LOCATE EXISTING SUBSURFACE UTILITIES; HOWEVER, SUCH MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL EXERCISE CARE IN THIS WORK SO AS TO AVOID DAMAGE TO ANY UTILITIES. ANY DAMAGE SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL NOTIFY ALL COMPANIES 72 HOURS PRIOR TO CONSTRUCTION. CALL "MISS UTILITY" 1-800-257-7777. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL DIMENSIONS, ELEVATIONS, AND LOCATIONS SHALL BE VERIFIED IN THE FIELD BY EACH CONTRACTOR PRIOR TO BEGINNING THE WORK. 4. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 5. ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK PERFORMED OFFSITE IS THE CONTRACTOR'S RESPONSIBILITY. 6. CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, PERMITS FROM FREDERICK COUNTY FOR LAND DISTURBANCE AND VIRGINIA DEPARTMENT OF TRANSPORTATION FOR WORK WITHIN VIRGINIA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY AND SHALL FAITHFULLY ADHERE TO THE PERMIT CONDITIONS IMPOSED. 7. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS TO BE IN ACCORDANCE WITH THE VIRGINIA EROSION CONTROL GUIDELINES AND LOCAL ORDINANCES AND TO BE UTILIZED DURING THE CONSTRUCTION PERIOD. 8. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING CONSTRUCTION SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD IN WHICH AREAS ARE DENUDED. AREAS SHOWN TO BE SURFACED ARE TO HAVE STONE BASE INSTALLED AT THE EARLIEST POSSIBLE DATE AFTER ESTABLISHING GRADE. NO AREA IS TO REMAIN DENUDED FOR MORE THAN SEVEN CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS. 9. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALL BE PROVIDED WITH FOUR INCH TOPSOIL, FERTILIZED, SEEDED, COMPACTED AND MULCHED. SEED BED TO BE WATERED AND CARED FOR AS NECESSARY TO PROVIDE A GOOD LAWN QUALITY GRASS COVER. AREAS NOT GRADED SHALL BE DISCED, LEVELED AND SEEDED TO ACHIEVE LAWN CONDITIONS. 10. SANITARY GRAVITY SEWER, FORCE AND WATER MAINS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK WATER STANDARDS AND SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE WITH THIS AGENCY AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 11. CONTRACTOR SHALL CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF PIPE-LAYING IN THE AFFECTED AREA. 12. THE CENTERLINE OF ALL NEW SANITARY GRAVITY SEWER, FORCE AND WATER SHALL BE MAINS STAKED BY CONTRACTOR AT ALL 100 FOOT STATIONS AND AT ALL BENDS. THE CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION UNTIL THE ALIGNMENT HAS BEEN APPROVED BY THE OWNER. 13. DISINFECTION OF SANITARY GRAVITY SEWER AND FORCE MAIN ARE NOT REQUIRED. 14. ALL FIRE HYDRANTS SHALL CONFORM TO THE FREDERICK COUNTY SANITATION SPECIFICATIONS PART III PARAGRAPH 5. 15. STORM PIPE LENGTHS SHOWN ON PLANS & REPORTS MAY NOT NECESSARILY ACCOUNT FOR STRUCTURES ON EITHER END. CONTRACTOR SHALL RESTORE ALL EXISTING RESIDENTIAL DRIVEWAYS AND BUSINESS ENTRANCES TO THEIR ORIGINAL STATE, IF DAMAGED DURING CONSTRUCTION. Sheet List Table Sheet Number Sheet Title 1 Cover Sheet 2 Dimensional Plan EX. METAL BUILDING EX. METAL BUILDING 63-6-5 MOXON AND COMPANY OF DELAWARE, INC. 6.167 ACRES INST. #010018257 DB 841 PG 189 N 38°37'21" E 411.63'N 51°22'39" W 181.11'S 38°37'21" W 755.55'N 52°26'40" W 266.21'S 50°05'13" E 358.69'S 48°24'46" E 118.84'N 38°37'21" E 393.10' EX. POLESHED EX. FRAME SHED EX. BUILDING EX.KILN EX.BUILDING EX. BUILDING VARIABLE WIDTH UTILITY LINE EASEMENTTHE POTOMAC EDISON COMPANYDB 521 PG 383VARIABLE WIDTH UTILITY LINE EASEMENTTHE POTOMAC EDISON COMPANYDB 582 PG 56INDUSTRIAL DRIVEDEVELOPMENT LANE ROUTE 3763-6-3 DAWSON PROPERTIES LLC ZONED: M1 USE: INDUSTRIAL INST. #030029557 63-A-60B GORDON ENTERPRISES LLC ZONED: M1 USE: INDUSTRIAL INST. #040011733 63-A-60A DEVELOPMENT LANE OI LLC ZONED: M1 USE: INDUSTRIAL INST. #220001601 EDGE OF GRAVEL (TYP)EDGE OFCONCRETE (TYP)CONCRETE AREAGRAVEL AREA GRAVEL AREA GRAVEL AREA 99.74'99.41'273.51' 274.50'310.31'PROPOSED 1,386 S.F. QUONSET HUT 75' FRONT YARD SETBACK25' SIDE YARD SETBACK 25' REAR YARD SETBACK25' SIDE YARD SETBACK 25' SIDE YARD SETBACK PROPOSED 1,230 S.F. QUONSET HUT PROPOSED 1,230 S.F. QUONSET HUT 274.05'20.00'132.29' 132.42'U:\Accounts\HHUSA\HHUSA22001 - Hurford Hardwoods Minor Site Plan\DESIGN\_SHEETS\CS3000.dwg PLOTTED: 6/8/2022 9:54 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----APPROVED PERMIT SET CS3000 BYNO.DATEREVISIONSHHUSA22001 AS SHOWN KDR 2022-03-23 MMA SHEET APPROVED BY OF2 2 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 30'60' PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHHURFORD HARDWORDS USA / OAK WISE INC.121 DEVELOPMENT LANEWINCHESTER, VA 22602121 DEVELOPMENT LANEWINCHESTER, VA 22602HURFORD HARDWORDS USADIMENSIONAL PLAN2022-06-08 TEST HOLE ......................... PARKING SPACES NUMBER ............. BUILDING WALL ..................... DOOR LOCATION ..................... LIMITS OF GRADING ................. BENCHMARK ......................... 77 PROPOSED CG-6R TREE LINE ......................... TREE .............................. SANITARY STRUCTURE LABEL .......... WATER METER ....................... SPOT SHOT ......................... SIGN .............................. FIRE HYDRANT ...................... STREET LIGHT ...................... UTILITY POLE ...................... WATER VALVE ....................... TRAFFIC SIGNAL POLE ............... FENCE LINE ........................ UNDERGROUND TELEPHONE ............. OVERHEAD TELEPHONE ................ UNDERGROUND ELECTRIC .............. OVERHEAD ELECTRIC ................. STORM STRUCTURE LABEL ............. WATERMAIN ......................... SANITARY SEWER .................... STORM SEWER ....................... EDGE OF PAVEMENT .................. CURB AND GUTTER ................... CONTOURS .......................... STREET CENTERLINE ................. PROPERTY LINE ..................... 24 TRANS.CG-6 EXISTING 24 PAVEMENT BORING ..................... PAVEMENT CORES ..................... FORCE MAIN .............. PW PWPROCESS WATER .............. GAS LINE ........................ FIBER OPTIC ........................ FIRE LINE ........................ PW PW FIRE RISER ...................... POST INDICATOR VALVE ...................... WV STORM SEWER MANHOLE ................ SAN. SEWER MANHOLE ................ SF SQUARE FEET SEC SECTION RTE ROUTE ROW RIGHT-OF-WAY FT FEET POLYVINYL CHLORIDE REINFORCED CONCRETE PIPE VIRGINIA DEPARTMENT OF TRANSPORTATION WELDED WIRE MESH POINT OF VERTICAL INTERSECTION W/ FIRE HYDRANTF.H. WV WATER VALVE BEST MANAGEMENT PRACTICE BEGIN VERTICAL CURVE STATION BEGIN VERTICAL CURVE ELEVATION END VERTICAL CURVE STATION END VERTICAL CURVE ELEVATION DROP INLET DIAMETER DUCTILE IRON PIPE EROSION CONTROL ELEVATION END SECTION FINISHED FLOOR ELEVATION ELEV F.F.E. EVCS EX EVCE ES EXISTING DIP EA EC DIA DI EACH BENCHMARK CLEANOUT CONCRETECONC CL CO BVCS BVCE CLASS BLDG B.M. BMP BUILDING STR VERT WWM TYP VDOT RCP SHT STM PVC PVI STRUCTURE TYPICAL VERTICAL WITH SHEET STEAM HORIZ MECH MIN MSE INV MAX G.V. HORIZONTAL INVERT MAXIMUM MECHANICAL MINIMUM MECHANICALLY STABILIZED EARTH GATE VALVE AREA DRAINAD TRENCH DRAINTD LIMITS OF DISTURBANCELOD APPX. APPROXIMATELY OVERHEAD ELECTRICOHE UNDERGROUND ELECTRICUGE UGT UNDERGROUND TELEPHONE TELCO TELECOMMUNICATIONS WWF WELDED WIRE FABRIC CAST IRONCI STAINLESS STEELSS TREE PROTECTIONTP NORTH BOUND LANENBL SOUTH BOUND LANESBL BW BOTTOM OF WALL TOP OF WALLTW ON CENTER EACH WAY ON CENTEROC OCEW PROP PROPOSED DIAMETERØ MANHOLEMH FOR FUEL OIL RETURN FOS FUEL OIL SUPPLY CWR CWS CHILLED WATER SUPPLY CHILLED WATER RETURN MECHANICAL, ELECTRICAL, PLUMBINGMEP MLP METAL LIGHT POLE HANDICAP PARKINGHCP BUILDING RESTRICTION LINEBRL ABBREVIATIONS ACRESAC LF LINEAR FEET F.H. ASSY FIRE HYDRANT ASSEMBLY MSP METAL SIGN POLE