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Home My WebLink About05-20 Site Plan - revisedAS SHOWN 1 2 6807 Sheet Of Designed By: File No. Date: TNA Scale:FND1971ENGINEERING151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comPROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV03/18/2020 12 735.4 330 400 330 SP#05-20 64-A-80F 119 ARBOR COURT, WINCHESTER VIRGINIA 5.0 ACRES 7,400 SF. M1 MANUFACTURING, WAREHOUSE BUILDING SUPPLY SAME REQUIRED PROVIDED 75'126' 25'91.98' 25'33' 60' 35' MAX TOTAL LOT AREA = 5.0 ACRES = 217,800 SF TOTAL FLOOR AREA = 34,280 SF BUILDING AREA/LOT AREA = 0.16 < 1.0 SP#17-77, SP#25-89 & SP#49-02 OWNER/DEVELOPER ALLIED SYSTEMS CORPORATION C/O ROBERT FROGALE 1936 MILLWOOD PIKE, WINCHESTER, VIRGINIA 22602 (540) 665-9600 1. Construction may not begin until plans are approved and a pre-construction meeting has been held. 2. These plans are in conformance with Frederick County standards and ordinances. Any deviation or change in these plans shall be approved by the Planning Department prior to construction. 3. Existing Base Mapping is taken from available data, including an ALTA survey from others, County GIS Data and asbuilt survey. EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING CURB AND GUTTER EXISTING EDGE OF PAVEMENT EXISTING STORM SEWER WITH INLET EXISTING TELEPHONE LINE EXISTING ELECTRIC SERVICE EXISTING SANITARY SEWER WITH MANHOLE EXISTING GAS LINE FENCELINE PROPERTY LINE EXISTING TELEPHONE PEDESTAL EXISTING WATERLINE W/ TEE EXISTING UTILITY POLE/GUIDE WIRE SIGNS EXISTING FIRE HYDRANT/VALVE/METER INDICATES THE NUMBER OF TYP. PARKING SPACES PARKING INDICATOR HANDICAP PARKING EXISTING INDEX CONTOUR EXISTING INTERMEDIATE CONTOUR PROPOSED CONTOUR SITE PLAN NO: PARCEL IDENTIFICATION NO. STREET ADDRESS: PROJECT SITE AREA: DISTURBED AREA: CURRENT ZONING: CURRENT USE: PROPOSED USE: PROVIDED SETBACKS: FRONT: SIDE: REAR: MAXIMUM BUILDING HEIGHT: PROPOSED BUILDING HEIGHT: FAR CALCULATION: PREVIOUS PLAN APPROVAL: PROJECT INFORMATION LEGEND NOTES VICINITY MAP SCALE: 1'=2000' PROJECT SITE SITE, E&S PLAN AND MISC NOTESANNANDALE MILLWORK BUILDING EXPANSION119 Arbor Court, WinchesterShawnee Magisterial District Frederick County, VA E&S LEGEND CALL "MISS UTILITY" VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR 1-800-552-7001, 48 HOURS PRIOR TO THE START OF WORK. EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATING OR BLASTING AND HAVE THOSE FACILITIES LOCATED BY THE UTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODE AND REGULATIONS. SECTION NTS PLAN NTS NOTES: 1.ALL MATERIAL TO MEET SPECIFICATIONS. 2. FILTER MEDIA TO MEET APPLICATION REQUIREMENTS. 3. FILTER MEDIA TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER. SiltSoxxTM for Sediment Control on Pavement NTS SiltSoxxTM (8" , 12", or 18" TYPICAL) AREA TO BE PROTECTEDWORK AREA WORK AREA AREA TO BE PROTECTED SiltSoxxTM (8", 12", 18" TYPICAL) WATER FLOW Pavement or Impervious Surface Concrete blocks or sand bags sized as needed (10' O.C.) Concrete blocks or sand bags sized as needed (10' O.C.) PROJECT DESCRIPTION AND GENERAL NOTES 1.THE SITE IS LOCATED AT THE CORNER OF ROUTE 50 AND ARBOR COURT IN FREDERICK COUNTY, VIRGINIA. 2.THE LAND DISTURBANCE PROPOSED WITHIN THIS PLAN IS 7,400 S.F. FOR THE CONSTRUCTION OF A BUILDING ADDITION (5,440 SF) FOR ADDITIONAL WAREHOUSE SPACE. THE SITE CONSISTS OF EXISTING COMPACTED GRAVEL AND DRAINS FROM THE SOUTH TO THE NORTH. COMPOST FILTER SOXX WILL BE USED AS THE E&S MEASURE AN SHALL BE PLACED DIRECTLY ON THE COMPACTED GRAVEL AS SHOWN ON THE DETAIL ON THIS SHEET. 3.PLACE SILT SOXX PER SPECIFICATION AND ORANGE SAFETY FENCE SURROUND LIMIT OF CLEARING AND GRADING AREA. 4.THE PROPOSED BUILDING ADDITION (ON EXISTING IMPERVIOUS AREA) AND THERE IS NO REQUIRED ADDITIONAL LANDSCAPING, AND NO IMPACT TO THE EXISTING LANDSCAPING, NO NEW SIGNAGE, AND NO ADDITIONAL OR REQUIRED PARKING. 5.NO PROPOSE LIGHT WITH THIS BUILDING ADDITION. HOWEVER IF THE OWNER DECIDED TO INSTALL ADDITIONAL OUTSIDE LIGHT, THE LIGHT SHALL BE DOWNCAST AND FULL CUTOFF AND SHALL BE IN CONFORMANCE WITH THE FREDERICK COUNTY ZONING ORDINANCE §165-201.07 6.CONTRACTOR REQUIRE TO CLEANING/REMOVAL ANY SEDIMENT ON PUBLIC OR PRIVATE ROAD. 7.CONTRACTOR REQUIRE THAT ALL TEMPORARY CONTROLS TO BE REMOVED WITHIN 30 DAYS ONCE NO LONGER NEEDED. 8.CONTRACTOR TO PERFORM WEEKLY MAINTENANCE AND INSPECTION AFTER EACH RAIN EVENT AND REMOVE ANY SEDIMENT THAT WAS COLLECTED BEHIND THE SILT SOXX. OWNER/DEVELOPER ALLIED SYSTEM REAL ESTATE LLC 119 ARBOR COURT WINCHESTER, VA 22602 540-665-9600 DATE PLAN REVISION 04/15/2021 PROP. 6" DOMESTIC FIRE LINE TO THE BUILDING FOR SPRINKLER SYSTEM 06/02/2021 ADD PROP. 4" DIP FOR FIRE DEPT CONNECTION 07/08/2021 ADDRESS FREDERICK WATER'S COMMENTS 33'136'35'PROPOSED WAREHOUSE EXPANSION AT 5,440 SF FF= 694.21 (MATCHED W/ EX. FINISHED FLOOR)126'PROP CONCRETE PAD EXPANSION 118' 9020 9020 9380 9380 9050 LOADING DOOR NOTES: -SWM: THE MINOR WAREHOUSE ADDITION AT 5440 SF AND PROPOSE CONCRETE AREA WILL MAINTAIN SHEET FLOW PER THE EXISTING DRAINAGE PATTERN ONSITE, THEREFORE NO SWM HAS BEEN PROPOSED. -THERE IS NO IMPACT TO THE EXISTING UTILITY OUTSIDE THE WAREHOUSE. 903591.98' PROP. 8" COMPOST FILTER SOCK PROP SAFETY FENCE & LCG PROP SAFETY FENCE & LCG PROP SAFETY FENCE & LCG PROP SAFETY FENCE & LCG PROP SAFETY FENCE & LCG PROP. 170'- 6" DIP CL52 FIRE SERVICE LINE FOR SPRINKLER SYSTEM, METER & DDC INSIDE THE BUILDING AND 120'- 4" DIP CL52 TO FREE STANDING FDC PER FREDERICK WATER STANDARD.SHAPE_LEN : 18.40364104DIAMETER : 8MATERIAL : PVCSHAPE_LEN : 433.89007561 DIAMETER : 8 MATERIAL : PVC MATERIAL : PV C SHAPE_LEN : 89.3422205DIAMETER : 8MATERIAL : PVCSHAPE_LEN : 24.34240291DIAMETER : 8MATERIAL : PVCSHAP E _ L E N : 3 5 1 . 2 3 0 7 1 3 7 DIAM E T E R : 8 MATE R I A L : P V C SHAPE_LEN : 15.17980883DIAMETER : 12MATERIAL : PVCSHAPE_LEN : 194.09262617DIAMETER : 8MATERIAL : PVCSHAPE_LEN : 491.74792161DIAMETER : 12MATERIAL : PVCSHAPE_LEN : 12.70020876DIAMETER : 12MATERIAL : PVCSHAP E _ L E N : 1 5 . 4 3 6 9 2 9 7 2 DIAM E T E R : 8 MATE R I A L : P V C FREE STANDING FDC SEE DETAILS 6" DIP 4" DIP WATER CONNECTION NOTES CONTRACTOR SHALL: 1.TEST PIT THE EXISTING MAINS PER FREDERICK WATER INSPECTOR'S REQUIREMENTS. 2.INSTALL JOINT RESTRAINS ON EXISTING WATER MAIN PER CURRENT FREDERICK WATER PER FREDERICK WATER REQUIREMENTS TO SHUT DOWN. 3.PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TO MINIMIZE SHUT DOWN TIME. 4.HAVE SUFFICIENT RESOURCES ON SITE TO ACCOMPLISH TASK PER FREDERICK WATER INSPECTOR'S REQUIREMENTS. 5.PREPARE WATER SHUT DOWN PLAN SATISFACTORY TO THE FREDERICK WATER INSPECTOR FIRE WATCH, NIGHT TIME WORK ETC. MAY BE REQUIRED. 6.SCHEDULE SHUTDOWN WITH FREDERICK WATER INSPECTOR, FREDERICK COUNTY FIRE MARSHALL, AND ALL AFFECTED CUSTOMER AT LEAST (7) DAYS IN ADVANCE, AND MAKE PREPARATIONS AS REQUIRED BY ALL PARTIES. NOTES : CONTRACTOR SHALL ADJUST ALL FREDERICK WATER FACILITIES TO GRADE PER FREDERICK WATER'S INSPECTOR REQUIREMENTS. SURVEY ASBUILT WATER VALVE LOCATION WATER AND SEWER SHOWN OUTSIDE THE PROJECT AREA DERIVED FROM FREDERICK WATER'S GIS INFORMATION. OUR SURVEY ASBUILT ONLY PICKED UTILITIES MARKED AND VISIBLE VALVE COVERS. TO LOCATE THE ACTUAL TEE LOCATION FREDERICK WATER NEEDS TO MARKED UP THE LINE ON THE FIELD. PROP. 20' FW ESMNT PROP. 20' FW ESMNT NEW BOLLARD REQ. PER FW INSPECTOR'S REQUIREMENTS FIRE PROTECTION METER, BACK FLOW PREVENTION DEVICE, VALVES AND PIPING, INCLUDING ACCESS AND CLEARANCES, SHALL BE INSTALLED PER FREDERICK WATER INSPECTOR'S REQUIREMENTS BASED ON OUR RESEARCH THERE IS NO RECORDED WATERLINE EASEMENT. THEREFORE WE PROPOSED 20' FW EASEMENT CONTRACTOR TO PERFORM TEST PIT ON EX. PRIVATE SEWER LINE TO CONFIRM FREDERICK WATER REQUIREMENTS ARE MET. WORK SHALL BE PERFORMED PER FREDERICK WATER'S INSPECTOR'S REQUIREMENTS CONTRACTOR TO PERFORM TEST PIT ON EX. PRIVATE SEWER LINE TO CONFIRM FREDERICK WATER REQUIREMENTS ARE MET. WORK SHALL BE PERFORMED PER FREDERICK WATER'S INSPECTOR'S REQUIREMENTS 45° BEND SEE LARGER SCALE DRAWING BELOW CONTRACTOR TO REMOVE UNUTILIZED PORTION OF EX, WATER MAIN PRIVATE SANITARY SEWER SHOWN FOR REFERENCE ONLY AND NOT FIELD LOCATED. ASBUILT DRAWING REQUIRED TO DEMONSTRATE PRIOR TO FREDERICK WATER'S ACCEPTANCES. "BEGIN NEW PIPE AT EX. GV. CONNECT FOSTER ADAPTOR, 8X6 REDUCER AND 45° BEND TO VALVE AND PLACE OTHER 45° BEND TO DIRECT NEW LINE TO BUILDING. ALL LINE TO BE 6" CL 52 DIP MIN. 4' COVER." "CONFIRM THIS ALIGNMENT ALLOWS PROPER 10' CLEARANCE TOWARD BUILDING FOR TYPICAL FW EASEMENT.BUILDING11'-12' GATE VALVE 1' FREDERICK WATERPRIVATE 20' FREDERICK WATER EASEMENT REQUIRED FOR NEW LINE TO BUILDING GATE VALVE AT 11'-12' FROM BUILDING OWNERSHIP 1' PAST GATE VALVE 2 6807 Sheet Of Designed By: File No. Date: TNA Scale:FND1971ENGINEERING151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comPROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV03/18/2020 1" = 30' 603001530 SCALE: 1" = 30' 2SITE, E&S PLAN AND MISC NOTESANNANDALE MILLWORK BUILDING EXPANSION119 Arbor Court, WinchesterShawnee Magisterial District Frederick County, VA DATE PLAN REVISION 04/15/2021 PROP. 6" DOMESTIC FIRE LINE TO THE BUILDING FOR SPRINKLER SYSTEM 06/02/2021 ADD PROP. 4" DIP FOR FIRE DEPT CONNECTION 07/08/2021 ADDRESS FREDERICK WATER'S COMMENTS 07/15/2021 ADDRESS FREDERICK WATER SECOND COMMENTS NOT TO SCALE