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Home My WebLink About06-20 Signed First PageGENERAL NOTES: 1. PROJECT DESCRIPTION: The property delineated on this plan is located on Baker Lane in the Stonewall Magisterial District in the County of Frederick, Virginia. The development of this site shall consist of the demolition and reconstruction of a new crane and warehouse in the area of Building "B" on the existing Monoflo International Inc. site. Also, a cooling tower and several raw material supply silos shall be constructed adjacent to the new Building "B". The development shall be contained within the limits of parcels of the Monoflo International site, known as TM 54-A-97B & TM 54-7-3. The total acreage of the tracts is 11.6223 acres. 2. PROPERTY OWNER: Rader Investment Group, LLC. Contact: Mr. Henning Rader 882 Baker Lane Winchester, Virginia 22603 Telephone: (540) 771-3180 DEVELOPER: Monoflo International, Inc. Contact: Mr. Henning Rader 882 Baker Lane Winchester, Virginia 22603 Telephone: (540) 771-3180 3. ENGINEER/SURVEYOR: Contact: Timothy G. Painter, P.E. Painter -Lewis, P.L.C. 817 Cedar Creek Grade, Suite 120 Winchester, Virginia 22601 Telephone: (540) 662-5792 4. LOT DATA: Tax Map Numbers: 54-A-97B Parcel Areas: 11.6223 Acres (TM 54-A-97) Existing Zoning: M-1 Light Industrial District Existing Use: Manufacturing/Warehousing/Accessory Office Space Proposed Use: Manufacturing/Warehousing/Accessory Office Space 5. ZONING REQUIREMENTS: Density: Parcel Coverage must not Exceed 75% Coverage (Impervious Areas < 0.75 x 11.6223 Acres = 8.7167 Acres) F.A.R. Ratio: Floor Area to Lot Area Ratio (F.A.R.): </= 1.0 Setbacks: Front Yard Setback: 75' Required (Collector or Minor Street) Side Yard Setback: 25' Required Rear Yard Setback: 25' Required Building Height: 60' Maximum Parking: Warehouse: 1.5 Spaces per Employee Office Areas: 1 Space per 300 Sq. Ft. Company Vehicles: 1 Space per each Company Vehicle Proposed facilities: Warehouse: 40 Employees = 40 X 1.5=> 60 Spaces Office Areas: 7,666 Sq. Ft./300 = 25.6 => 26 Spaces Company Vehicles: 2 Vehicles = 2 => 2 Spaces Tractor/Trailers: 10 Vehicles = 10 => 10 Spaces TOTAL SPACES REQUIRED: 98 Spaces ** ** The parking requirements will not change as a result of the improvements proposed for this phase of development. The parking tabulation has been included for verification of conformance for this site and use. Loading Spaces: 1 Space Required for every 40,000 Sq. Ft. of Warehouse Space 6. PROPOSED DEVELOPMENT: Frontage: 450.00 Feet Parking Provided: 110 Spaces Total (Requires: 5 HDCP Spaces) 5 HDCP Spaces (3 Van Accessible Spaces) Lot Coverage: Coverage: Existing/Proposed Building Areas; 205,022 Sq. Ft. Existing/Proposed Parking Areas: 40,913 Sq. Ft. Existing/Proposed Asphalt Pavement: 120,985 Sq. Ft. Existing Towers. Silos, & Concrete: 1,429 Sq. Ft. Proposed Building F Addition: 4,356 Sq. Ft. 372,705 Sq. Ft. or 8.5562 Acres F.A.R.: F.A.R.: 4.8340 Acres/11.6223 Acres = 0.416 < 1.0 Open Space: 11.6223 Ac. - 8.5562 Ac. = 3.0661 Acres Open Space: 3.0661/11.6223 = 0.2638 or 26.47. Loading Spaces: 210,807 Sq. Ft./40,000 Sq. Ft. = 5.27 => 6 Loading Spaces 19 Loading Spaces Provided 7. LANDSCAPING: Parking Areas: Proposed Parking Facilities: (Criteria) - 1 Tree per 2000 Sq. Ft. - Headlight Perimeter Screen Along R-O-W & Adjacent Properties: (3' High Evergreen Hedge) - Landscaping Islands - 5% of Parking Area - Interior Parking: 1 Tree per 10 Parking Spaces Provided: 1 Tree per 2000 Sq. Ft.: 40,913 Sq. Ft./2000 = 20.46 Trees => 21 Trees (Provided) 1 Tree per 10 Parking Spaces = 11.6 Trees => 12 Trees (Provided) Perimeter Screen along R/W & Adjacent Properties: (3' High Evergreen Hedge) => N/A 5% Interior Landscaping Islands: 40,913 Sq. Ft. x 5% => 2046 Sq. Ft. (Required) Landscape Islands: => 2046 Sq. Ft. (Provided) Note: These requirements did not change as a result of the Building F Addition. These requirements have been met and exist on site. ZONING NOTES: 1. All easements, which are applicable to this site, have been indicated on the plan. 2. Development of this site will not result in the disturbance of any existing environmental feature. 3. All utilities must be installed underground. 4. No additional site or building lighting is proposed as part of this phase of construction. 5. Stormwater Management: This site is located within the J. P. Darlington Industrial Land Subdivision which maintains a regional stormwater control system located throughout this subdivision and downstream from this site. The requirement of this development is that no individual lot shall be developed so that the runoff coefficient (c) is greater than 0.65 (c=0.65). If the development of a lot results in runoff coefficient greater than 0.65, then a local stormwoter management facility must be designed and installed on that lot. The previous development of this site necessitated the installation of a local stormwater management facility to be installed to control the stormwater runoff from this site. The existing facility is located on the southeastern portion of this parcel. This system has the capacity to control the full development of this site; therefore no further storm water management improvements are required or proposed for the continued development of this site. A new storm sewer piping system is proposed to be installed in the existing drainage channel located behind and beside the main warehouse facility and the proposed Crane Building to be constructed as part of this phase of development. This storm sewer system is proposed to permit the construction of a new paved storage and access facility along the rear of the warehouse and a new silo pad system along the side of the new building addition. This system has been designed to control and convey the 25 Year storm event. The heavier storm events shall be controlled by a combination of this system and overland relief of the storm runoff that is conveyed to this system and the drainage channels downstream. The code will require that storm water quality will be required for future phases of expansive development. No storm water quality controls are proposed with this phase of development because no expansion is proposed. This phase proposes to demolish the existing pavement and concrete surfaces and reconstruct a building addition in its place. The area of disturbance is less than 5000 sq. ft. and the runoff coefficient will not change as a result of this development. pr� ved Site Plan Documents: 6. Previously Ap een revised for the addition of Building F. This plan reflects information This plan has tusly designed, indicated, and approved on the previously submitted Site that was previo;, as follows: Plan documentsers: Site Plan Numb88 #49-90 #02-99 #63-07 #09-11 #02-12 # 15-13 # 10-16 #17-85 #20 jubmission. #06-20 This Site Plan .` 'AVER INW[F=37M1i=fNT (RR(aulpq INCO M(ONGIFLO 1NTIF=RNAT ONALP MCC) I N�8�B�Al'K�fE�RlL�A1►�lE I CH TE I INIA T E LL MA I TERIAL DI TRI T lion' LAAV .- COUNTY OF FREDERICK FREDERICK COUNTY, VIRGINIA � 1 � 1 / I � 1 1 II �- II PR. PAVED AREA � 1 I AREA OF PROPOSED I 1 I ' EX. BUILDING "IMBODEN" I I I I I 1 1 ! I I L---------- --------- -� 1 PR. PAVED AREA 1 0 r--1 = Ilr JI PAVEMENT IMPROVEMENTS _ _ IIr7 I 1 _ I - z III - GE II I I EX. BUILDING "C" 1 MONOFLO INTERNATIONAL LOT 2� - J.P. DARLINGTON INDUSTRIAL LAND & r - � III PORTION OF LOT 3 BAKINDUSTRIAL PARK ZONEERMLANE O III-- i USE: INDUSTRIAL III I IIL I- w liI EX. BUILDING "A" EX. BUILDING "B" jlj ' IIF 1 1 I ❑ I ( PR. LIMITS OF 1 III I PROJECT AREA I I ❑ I �--------, _-------- If 1-;ff7TI7777711 77777 1 LAI II II II II II 11 II II 1 _ _-T I - � I II II II II II II II II II 1 1 �-- ' - -- -- I LL : II III I II II II II II II II II II L _ L - I ( I I m :: I I EX. BUILDING "E" I L- I I rF ---------L- --I-1-I-I-I II 11 - r- I 4 -----__ � Illlillll{III{III{{II 11LLLLLLLL1_1_1_I�JJJ�11LL1 rrrrr�rrr_�rrrr�rr��r�r� rr rr rr rrrr�"rr��r� r r rr �r r� �r �� r rr �r �r r." PROJECT UVEHVitW 1"=50' TH 0,7N I. U s -- 18260 ,'$oOZf 2 2o20,�w� '>ti.S10NAL ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER EJB ELECTRIC JUNCTION BOX EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F. LT. FLOOD LIGHT Ga. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. UGH T MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PR. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.A. TO BE ABANDONED T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHEET 1/4: COVER SHEET SHEET 2/4: OVERALL SITE LAYOUT AND GRADING PLAN SHEET 3/4: DETAILED SITE LAYOUT PLAN SHEET 4/4: BUILDING F LAYOUT PLAN & CONSTRUCTION NOTES RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. SITE PLAN APPROVAL NAME Kll�- DATE L Z�Z SITE PLAN NUMBER 106`20 ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL MOO NOO FLO INTERNATIONAL, INC. BUILDING F ABDITIOO N Site Plan: 06-20 882 BAKER LANE STONEWALL MAGISTERIAL DISTRICT COUNTY OF FREDERICK, VIRGINIA PAINTER=LEWIS, P.L.C. 817 CEDAR CREEK GRADE, SUITE 120 WINCHESTER, VIRGINIA 22601 Telephone: (540) 662-5792 Facsimile: (540) 662-5793 Email: off ice@pointerlewis.com JOB NO.: 1906002 SHEET: NOVEMBER 9, 2015 /4 LATEST REVISION DATE: February 25, 2020