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17-23 Site PlanSITE MARCEL DR IVE TA S K E R R O A DTADPOLE LANE2024.05.22 U:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS0000.dwg PLOTTED: 8/6/2024 2:03 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS0000 BYNO.DATEREVISIONSFIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCCOVER SHEETGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF1 26 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 MARCEL DR PROPERTY LLC 8610 VIRGINIA MEADOWS DR MANASSAS, VA 20109 540-253-5261 FIBEROPTIC NETWORK SERVICES SITE PLAN #17-23 FREDERICK COUNTY, VIRGINIA ORIG SUBMISSION DATE: MAY 25TH, 2023 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 DRAWINGS 2024.05.22 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 RESPONSIBLE LAND DISTURBER THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. NAME:_____________________________________________________ CERTIFICATION #:___________________________________________ DATE: _____________________________________________________ APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR ________________________________________________________________________________ APPROVED BY DATE SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE PROPERTY INFORMATION TAX MAP #S #76-A-48B & 76-A-53C MASTER DEVELOPMENT PLAN #12-07 REZONING #06-91, #02-97, #004-97, & #01-98 SUBMISSION REVIEW TRACKING 05/25/2023 FREDERICK COUNTY (1ST SUBMISSION) FIRE MARSHAL FREDERICK WATER INFORMATION TECHNOLOGIES, GIS DIVISION INSPECTIONS PLANNING & DEVELOPMENT PUBLIC WORKS VDOT 10/02/2023 FREDERICK COUNTY (2ND SUBMISSION) PLANNING & DEVELOPMENT VDOT 10/17/2023 FREDERICK COUNTY (2ND SUBMISSION) FREDERICK WATER 05/22/2024FREDERICK COUNTY (3RD SUBMISSION) FREDERICK WATER PLANNING & DEVELOPMENT PUBLIC WORKS VDOT SHEET LIST INDEX SHEET # SHEET ID SHEET TITLE 1 CS0000 COVER SHEET 2 CS0001 GENERAL NOTES, LEGEND, & SITE SUMMARY 3 CS1000 EXISTING CONDITIONS & DEMOLITION PLAN 4 CS2000 EROSION & SEDIMENT CONTROL NARRATIVE 5 CS2100 EROSION & SEDIMENT CONTROL PLAN - PHASE I 6 CS2200 EROSION & SEDIMENT CONTROL PLAN - PHASE II 7 CS2300 EROSION & SEDIMENT CONTROL DETAILS 8 CS3000 DIMENSIONAL PLAN 8A CS3050 CROSS & TYPCAIL SECTIONS FOR MARCEL DR & ENTRANCE 9 CS3100 PROFILES (SIGHT DISTANCE & ENTRANCE) 10 CS4000 GRADING PLAN 11 CS5000 UTILITY PLAN 12 CS5100 PROFILES & CALCULATIONS (STORM SEWER) 13 CS5200 PROFILES (SANITARY SEWER & WATER) 14 CS6000 LANDSCAPING PLAN 15 CS6100 LANDSCAPING NOTES & DETAILS 16 CS7000 LIGHTING PLAN 17 CS7100 LIGHTING DETAILS 18 CS7200 LIGHTING DETAILS 19 CS7500 FIRE LANE MARKING & SIGNAGE PLAN 20 CS8000 DRAINAGE DIVIDES (EXISTING CONDITION) 21 CS8100 DRAINAGE DIVIDES (DEVELOPED CONDITION) 22 CS9000 PRIVATE - GRINDER PUMP DETAILS 23 CS9001 STORM SEWER DETAILS 24 CS9002 WATER & SANITARY SEWER DETAILS 24A CS9002A WATER & SANITARY SEWER DETAILS 25 CS9003 SITE DETAILS 26 CS9500 MOT PLAN U:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS0001.dwg PLOTTED: 8/6/2024 2:04 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS0001 BYNO.DATEREVISIONSGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF2 26 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 WORK PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493FIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCGENERAL NOTES, LEGEND, & SITE SUMMARY2024.05.22 VIRGINIA DEPARTMENT OF TRANSPORTATION STAUNTON DISTRICT REV. JUNE 19, 2013 VDOT GENERAL NOTES V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, AND ANY OTHER APPLICABLE STATE, FEDERAL OR LOCAL REGULATIONS. IN CASE OF A DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS OR SPECIFICATIONS AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AND VIRGINIA OCCUPATIONAL SAFETY & HEALTH (VOSH) RULES AND REGULATIONS. V3. WHEN WORKING WITHIN VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. A TRANSPORTATION MANAGEMENT PLAN NEEDS TO BE SUBMITTED FOR APPROVAL AND LAND USE PERMIT ISSUED PRIOR TO ANY EXECUTION OF WORK WITHIN THE VDOT RIGHT OF WAY. V4 THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC., OWNED BY VDOT OR PRIVATE / PUBLIC UTILITY COMPANIES. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT INDEMNIFY THE DEVELOPER FROM THIS RESPONSIBILITY. V5. DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONTROL OR SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANY ADDITIONAL EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. V6. IF REQUIRED BY THE LOCAL VDOT LAND DEVELOPMENT OFFICE, A PRE-CONSTRUCTION CONFERENCE SHALL BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR (S), VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V7. THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT LAND DEVELOPMENT OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT REQUIRES AND SHALL RECEIVE 48 HOURS ADVANCE NOTICE PRIOR TO ANY REQUIRED OR REQUESTED INSPECTION. V8. THE CONTRACTOR SHALL NOTIFY THE TRAFFIC OPERATIONS CENTER AT (540) 332-9500 FOR ANY TRAFFIC CONTROL PLAN THAT IMPACTS A VDOT MAINTAINED INTERSTATE OR PRIMARY ROADWAY TO PROVIDE NOTIFICATION OF THE INSTALLATION AND REMOVAL OF THE WORK ZONE. V9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A VDOT PERMITTED TEMPORARY CONSTRUCTION ENTRANCE(S) IN ACCORDANCE WITH SECTION 3.02 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. V10.CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. V11. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT-OF-WAY SHALL HAVE A MINIMUM THIRTY-SIX (36) INCHES COVER AND WHEN POSSIBLE SHALL BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES AT CONFLICT POINTS. V12.ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS, CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. V13.ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED BY A VDOT REPRESENTATIVE PRIOR TO PLACEMENT OF FILL. A VDOT REPRESENTATIVE SHALL BE PRESENT TO INSURE THE SOIL SAMPLE(S) OBTAINED FOR CBR'S IS REPRESENTATIVE OF THE LOCATION. WHEN SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING, THE SAMPLES SHALL BE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A PROJECT TO BE ACCEPTED BY VDOT AND THAT TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE VDOT STANDARDS AND PROCEDURES. V14.ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN ACCORDANCE WITH THE LIFT THICKNESSES, DENSITY AND MOISTURE REQUIREMENTS AS SPECIFIED IN THE CURRENT VDOT ROAD AND BRIDGE SPECIFICATIONS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. V15.VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT. V16. A POST INSTALLATION VISUAL/VIDEO CAMERA INSPECTION SHALL BE CONDUCTED BY THE CONTRACTOR ON ALL PIPES IDENTIFIED ON THE PLANS AS STORM SEWER PIPE AND A SELECT NUMBER OF PIPE CULVERTS. FOR PIPE CULVERTS, A MINIMUM OF ONE PIPE INSTALLATION FOR EACH SIZE OF EACH MATERIAL TYPE WILL BE INSPECTED OR TEN PERCENT OF THE TOTAL 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. TRAFFIC CONTROL NOTES: 1. THE CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO ALL RESIDENCES AND BUSINESSES FOR THE DURATION OF THE CONTRACT. 2. TRAFFIC SHALL BE MAINTAINED IN TWO DIRECTIONS ON ALL PUBLIC AND PRIVATE STREETS FOR THE DURATION OF THE CONTRACT. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL SIGNS, BARRIERS, FLAGMEN AND OTHER CONTROLS. 3. ALL TRAFFIC CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE MUTCD AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION WORK AREA PROTECTION MANUAL 4. THE CONTRACTOR SHALL CLOSE ALL OPEN TRENCHES IN PAVED AREAS AT THE END OF EACH WORK DAY WHEN POSSIBLE. IN AREAS WHERE THE TRENCH CANNOT BE CLOSED AT THE END OF THE WORK DAY DUE TO SEQUENCING OF WORK OR OTHER CONSTRAINTS, THE TRENCH MAY BE PROTECTED BY PROVIDING STEEL PLATING AND WARNING SIGNS. PLATING OF OPEN TRENCHES WILL NOT BE PERMITTED IN AREAS IN RISK OF COLLAPSING DUE TO UNSTABLE SOIL CONDITIONS. ALL STEEL PLATING OF TRENCHES SHALL BE APPROVED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 5. TRENCHES IN PAVED AREAS MAY BE TEMPORARILY MAINTAINED IN THE FOLLOWING MANNER UNTIL FINAL PAVEMENT RESTORATION IS COMPLETE: 5.1. RESIDENTIAL AREAS METHOD: STONE BACKFILL FLUSH WITH PAVEMENT SURFACE TIME LIMIT: 5 CALENDER DAYS METHOD: BITUMINOUS COLD PATCH, 2 INCH MINIMUM THICKNESS TIME LIMIT: 30 CALENDER DAYS BUSINESS 5.1. COMMERCIAL AND INDUSTRIAL AREAS METHOD: BITUMINOUS COLD PATCH, 2 INCH MINIMUM THICKNESS TIME LIMIT: 14 CALENDER DAYS ALL TEMPORARY PAVEMENT REPAIRS SHALL BE REGULARLY INSPECTED BY THE CONTRACTOR AND MAINTAINED IN A SAFE MANNER. TEMPORARY PAVEMENT REPAIRS SHALL BE SMOOTH AND REGULAR WITHOUT CREATING HAZARD TO VEHICULAR OR PEDESTRIAN TRAFFIC. 6. PAVEMENT REMOVAL SHALL BE ACCOMPLISHED BY CREATING A STRAIGHT LINE SAW CUT OF A MINIMUM OF TWO INCHES IN DEPTH AT THE LIMITS OF THE REMOVAL. CONCRETE SURFACES MAY BE REMOVED TO THE NEAREST JOINT IN LIEU OF SAW CUTTING IF A CLEAN STRAIGHT EDGE CAN BE CREATED PRIOR TO REPAIR INSTALLATION. LOCATOR MARKERS LOCATOR MARKERS (BURIED TRANSPONDERS) SHALL BE PLACED DIRECTLY OVER THE PIPE. MARKERS SHALL BE PLACED AT: 1. 50-FEET INTERVALS 2. EACH BEND 3. THE END OF EACH JOINT THAT IS DEFLECTED 4. ANY ADDITIONAL LOCATION THE AUTHORITY'S ENGINEER SHALL DIRECT. STORM SEWER STORM SEWER SYSTEMS SHOWN HEREON ARE PRIVATE SYSTEMS. EROSION & SEDIMENT CONTROL NOTES: 1. PRIOR TO INITIATING ANY LAND DISTURBING ACTIVITY, IT WILL BE NECESSARY TO SCHEDULE AN ON-SITE PRE-CONSTRUCTION MEETING WITH PUBLIC WORKS STAFF TO DISCUSS THE APPROVED EROSION AND SEDIMENT CONTROL PLAN. NO PRE-CONSTRUCTION MEETINGS WILL BE SCHEDULED PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT FOR THE SUBJECT PROJECT. THE LAND DISTURBANCE PERMIT WILL BE ISSUED BY THE FREDERICK COUNTY DEPARTMENT OF PUBLIC WORKS. 2. CONTRACTOR TO CONTACT THE PUBLIC WORKS DEPARTMENT TO SCHEDULE THE REQUIRED EROSION AND SEDIMENT CONTROL MEASURES INSPECTIONS AS INDICATED BY THE PROGRAM ADMINISTRATOR. IF THE EROSION AND SEDIMENT CONTROL MEASURERS HAVE BEEN INSTALLED IN ACCORDANCE WITH THE APPROVED PLAN, THE DEPARTMENT OF PUBLIC WORKS WILL GRANT APPROVAL TO INITIATE LAND DISTURBING ACTIVITIES. 3. PRIOR TO RELEASE OF BUILDING PERMITS, THE FOLLOWING ITEMS SHALL BE COMPLETED: A) SUBDIVISION SHALL BE STABILIZED IN ACCORDANCE WITH THE APPROVED PLAN (I.E., ROAD SURFACE, STORMWATER CONVEYANCE SYSTEM, CURB AND GUTTER, SIDEWALKS, CHANNEL LININGS, VEGETATIVE COVER, STC.) B) SUBMITTAL OF CERTIFIED AS-BUILT OF THR SUBDIVISION WHICH CONTAINS THE FOLLOWING ITEMS: STORMWATER CONVEYANCE SYSTEM, CURB AND GUTTER, DRAINAGE CHANNELS AND DITCHES, STORMWATER POND. A LETTER FROM THE ENGINEER-OF-RECORD SHALL BE INCLUDED WITH THE AS-BUILT WHICH STATES THAT THE SUBDIVISION HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN. C) INDIVIDUAL SUBDIVISION LOT GRADING PLANS SHALL BE SUBMITTED BY THE BUILDER AT THE TIME OF THE BUILDING PERMIT APPLICATION FOR EACH LOT PROPOSED FOR CONSTRUCTION. 4. 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. 5. 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 7 CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS. 6. CONTRACTOR TO CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF PIPE-LAYING IN THE AFFECTED AREA. 7. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALL BE PROVIDED WITH 4" 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. AMOUNT FOR EACH SIZE AND MATERIAL TYPE SUMMARIZED. ALL PIPE INSTALLATIONS ON THE PLANS NOT IDENTIFIED AS STORM SEWER PIPE SHALL BE CONSIDERED AS CULVERT PIPE FOR INSPECTION PURPOSES. ADDITIONAL TESTING MAY BE REQUIRED AS DIRECTED BY THE AREA LAND USE ENGINEER OR THEIR REPRESENTATIVE. V17.THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE RESPONSIBILITY OF THE DEVELOPER. V18.PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS SHALL BE INSTALLED BY THE DEVELOPER IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. V19.THE DEVELOPER SHALL PROVIDE THE VDOT LAND DEVELOPMENT OFFICE WITH A LIST OF ALL MATERIAL SOURCES PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL INVOICES FOR MATERIALS UTILIZED WITHIN ANY DEDICATED STREET RIGHT-OF-WAY MUST BE PROVIDED TO THE LOCAL VDOT LAND DEVELOPMENT OFFICE PRIOR TO ACCEPTANCE OF THE WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED. V20.AGGREGATE BASE AND SUBBASE MATERIALS SHALL BE PLACED ON SUBGRADE BY MEANS OF A MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP IN ACCORDANCE WITH SECTION 304 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS AND VTM-10. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. IN ADDITION TO CHECKING STONE DEPTHS, A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE DENSITY CONTROL STRIP. V21.ASPHALT CONCRETE PAVEMENTS SHALL BE PLACED IN ACCORDANCE WITH SECTION 315 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. DENSITY SHALL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN SECTION 315 AND VTM-76. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE CONTROL STRIP. V22.IN ACCORDANCE WITH SECTION 302.03, THE FOUNDATIONS FOR PIPE CULVERTS THIRTY-SIX (36) INCHES AND LARGER SHALL BE EXPLORED BELOW THE BOTTOM OF THE EXCAVATION TO DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO PLACING PIPE. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD PB-1. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. V23.VDOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AND/OR AS PROPOSED ON THESE PLANS IN ACCORDANCE WITH VDOT'S INSTALLATION CRITERIA. FINAL APPROVAL OF THE GUARDRAIL LAYOUT TO BE GIVEN BY VDOT AFTER GRADING IS MOSTLY COMPLETE. V24.APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF THE APPROVAL LETTER. V25.VDOT STANDARD CG-12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT. V26.THE FOUNDATIONS FOR ALL BOX CULVERTS SHALL BE INVESTIGATED BY MEANS OF EXPLORATORY BORINGS ADVANCED BELOW PROPOSED FOUNDATION ELEVATION TO DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL SUBMIT COPIES OF BOREHOLE LOGS AND REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO CONSTRUCTING BOX. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD PB-1. CONTRARY TO THE STANDARD, WHERE ROCK IS ENCOUNTERED AND CAST-IN-PLACE BOX IS PROPOSED, THE THICKNESS OF BEDDING SHALL BE SIX (6) INCHES. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. 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 SITE DEVELOPMENT SUMMARY PIN # 76-A-53C DEED BOOK & PAGE DB 872 PG 545 ZONING M1 SITE AREA 8.1138 AC. SITE LOCATION MARCEL DRIVE DISTURBED AREA 8.25 AC. MAGISTERIAL DISTRICT SHAWNEE CURRENT USE VACANT PROPOSED USE COMMERCIAL FLOOD PLAIN FEMA FLOOD MAP #51069C0350E eff. 1/29/2021 ZONE: X - AREA OF MINIMAL FLOOD HAZARD BUILDING SETBACKS REQUIRED PROVIDED FRONT (MARCEL DRIVE)75'84.11' SIDE 25'191.67' REAR 25'280.26' PARKING SETBACKS REQUIRED PROVIDED MINOR/LOCAL ROAD R/W 10'25.79' COLLECTOR/ARTERIAL ROAD R/W 25'138.47' PROPERTY LINES 5'56.83' BUILDING HEIGHT ALLOWED PROPOSED 60'38' FLOOR AREA RATIO CALCULATION MAXIMUM ALLOWED F.A.R.=1.0 TOTAL GROUND FLOOR AREA =15,550 SF TOTAL FLOOR AREA =18,550 SF TOTAL LOT AREA =353,437 SF FLOOR AREA RATIO =0.052 PARKING SCHEDULE OFFICE: 1 SPACE PER 250 SF OFFICE AREA =6,000 SF 6,000 SF / 250 SF =24 SPACES 12,550 SF WAREHOUE & CONSTRUCTION STORAGE: 1.5 SPACE / EMP EMPLOYEES (EMP)10 1.5 * 10 EMPLOYEES 15 TOTAL ADA PARKING REQUIRED =2 SPACE TOTAL ADA PARKING PROVIDED =2 SPACE TOTAL PARKING REQUIRED =39 SPACES TOTAL PARKING PROVIDED =39 SPACES PLEASE SEE SHEET CS6000 FOR OPEN SPACE CALCULATION 713 714 715 716 717 718 719 719 7 1 8 7 1 7 7167157 1 4 71 3 712 711 710 709 708 708 7 0 7 7 0 6 7 0 5 7 0 5 7 0 6 7 0 7 7 0 8 7 0 9 7 1 0 7 1 1 7 1 1 7 1 0 71171271371471571671771871471571571671671571471371271171070970870770570 6707 7 1 2 71 2 7 1 1 7 1 0 7 0 9 7 0 8 7 0 7 7 0 6 7 0 5 7 0 4 7 0 3704 7087097107117127137 1 0 711712 713 714 715 716 717 71 6 717718 7197 1 8 717716 720 719 718 717 716716 715 714 71 3 71 2 711710709708709 71071171271 5 714713712(715.93) (718.01) (717.01) (717.61) (718.27) (717.82) (718.46) (718.30) (718.25)(718.18) (718.07) (719.77) (720.03) (720.34) (719.81)(719.93) (719.56)(719.79)(719.74) (719.29)(719.63)(719.52)(719.38) (718.39) (718.68) (718.99) (719.40) (719.18) (718.57) (718.51)(718.52) (718.35) (718.18) (718.09)(718.06) (718.55) (718.60) (718.41) (718.33) (718.11) (717.65) (717.24) (716.52) (715.79) (715.29)(715.18) (715.27) (715.89) (716.52) (716.05) (716.44) (715.83) (717.00) (716.63) (717.29) (717.59) (717.46) (716.75) (716.23) (715.49) (715.58) (716.36) (716.67) (716.89) (716.41) (715.79) (714.76) (714.89)(715.14) (715.01) (714.96) (714.67) (715.41) (714.69) (714.15) (713.71) (714.19) (713.62) (713.36) (712.70) (712.82) (712.33) (712.08) (711.89) (711.78) (711.34) (711.02) (710.95) (710.57) (710.72) (711.09) (711.48) (711.59) (712.11) (712.75) (713.21) (713.83) (714.15) (714.76) (715.43) (715.48) (714.93) (715.19) (715.38) (716.17) (716.08) (716.90) (717.14) (717.73) (717.67) (718.00) (718.24) (718.79) (718.66) (719.03) (719.15) (719.80)(719.67) (720.25) (720.37) CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C1 40.00'62.83'56.57'S 05°36'46" E 90°00'00" C2 500.00'314.14'308.99'S 21°23'19" W 35°59'50" V A . S E C . R T E . 6 4 2 T A S K E R RO A D ( S P E E D : 4 5 M P H ) ( V A R I A B L E W I D T H R /W ) ( A S P H A L T S U R F A C E )VA. SEC. RTE. 787MARCEL DRIVE (SPEED: UN-POSTED)(ASPHALT SURFACE) - ADT: 1,400, SOURCE: ARCGISFUNCTIONAL CLASSIFICATION: UNKNOWNPIN 76-A-43VIOLA HEFLIN ORNDORFF AND DAVID W. ORNDORFF DB 935 PG 1764 ZONED: B2 USE: COMMERCIAL PIN 76-A-44SHIRLEY H. KENNEY INST. 070016864ZONED: RA USE: RESIDENTIAL PIN 76-A-45 DANNY S. AUBE AND WENDY S. AUBEINST. 130010453 ZONED: RAUSE: RESIDENTIAL PIN 76-A-46 SHIRLEY HEFLIN KENNEY DB 703 PG 371 ZONED: RA USE: RESIDENTIAL PIN 76-A-53B ELMAN FBI ASSOCIATES, L.P. 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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 40'80' PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHFIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCEXISTING CONDITIONS & DEMOLITION PLAN2024.05.22 U:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS2000.dwg PLOTTED: 8/6/2024 2:05 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS2000 BYNO.DATEREVISIONSGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF4 26 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 WORK PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493FIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCEROSION & SEDIMENT CONTROL NARRATIVE2024.05.22 9VAC25-840-40. MINIMUM STANDARDS. A VESCP MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: 1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. a. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. b. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: a. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. c. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. d. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. e. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER. f. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH. 17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES. 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VESCP AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA. STREAM RESTORATION AND RELOCATION PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MAN-MADE CHANNELS AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS: a. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. b. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS 100 TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; (2) (A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS. (b) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A 10-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND (c) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A 10-YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM. c. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: (1) IMPROVE THE CHANNELS TO A CONDITION WHERE A 10-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL, THE BED, OR THE BANKS. (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE 10-YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TWO YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A 10-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE VESCP AUTHORITY TO PREVENT DOWNSTREAM EROSION d. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. e. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT. f. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, HE SHALL OBTAIN APPROVAL FROM THE VESCP OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. g. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. h. ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. i. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. j. IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. k. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. l. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS IF THE PRACTICES ARE DESIGNED TO (I) DETAIN THE WATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS; (II) DETAIN AND RELEASE OVER A 24-HOUR PERIOD THE EXPECTED RAINFALL RESULTING FROM THE ONE YEAR, 24-HOUR STORM; AND (III) REDUCE THE ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5, 2, AND 10-YEAR, 24-HOUR STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ASSUMING IT WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO § 62.1-44.15:54 OR 62.1-44.15:65 OF THE ACT. m. FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE ACT AND THIS SUBSECTION SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT (§ 62.1-44.15:24 ET SEQ. OF THE CODE OF VIRGINIA) AND ATTENDANT REGULATIONS, UNLESS SUCH LAND-DISTURBING ACTIVITIES (I) ARE IN ACCORDANCE WITH PROVISIONS FOR TIME LIMITS ON APPLICABILITY OF APPROVED DESIGN CRITERIA IN 9VAC25-870-47 OR GRANDFATHERING IN 9VAC25-870-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATION, IN WHICH CASE THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE ACT SHALL APPLY, OR (II) ARE EXEMPT PURSUANT TO § 62.1-44.15:34 C 7 OF THE ACT. n. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 9VAC25-870-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATION SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF THIS SUBDIVISION. SEEDING REQUIREMENTS 2 TONS STRAW MULCH PER AC. 3 TONS AGRICULTURAL LIMESTONE PER AC. 1000 LBS. 10-20-20 FERTILIZER PER AC. PERMANENT STABILIZATION: ALL DISTURBED AREAS NOT PAVED WILL RECEIVE 200 LBS. TALL FESCUE PER AC. 20 LBS. ANNUAL RYE PER AC. AT A MINIMUM 4" OF TOPSOIL AND BE SEEDED AS FOLLOWS:MORE THAN SEVSN DAYS, BUT NOT YET AT FINAL GRADE SHALL BE AS FOLLOWS: 60 LBS. GERMAN MILLET PER AC. (MAY THRU SEPTEMBER) 60 LBS. ANNUAL RYE PER AC. (OCTOBER THRU APRIL) 450 LBS. 10-20-20 FERTILIZER PER AC. 3 TONS AGRICULTURAL LIMESTONE PER AC. 2 TONS STRAW MULCH PER AC. TEMPORARY STABILIZATION: SEEDING TO STABILIZED AREAS LEFT DENUDED FOR NOTE: IF STRAW IS USED DURING HYDRO-SEEDING OR OTHERWISE TO STABILIZE THE SITE, THE CONTRACTOR SHALL ENSURE THAT THE BAILING STRING IS NOT SPREAD WITH THAT STRAW. THAT STRING SHALL BE REMOVED FROM SITE. LONG TERM MAINTENANCE AND REPAIR PLAN MOWING: ALL GRASSES SHOULD BE MOWED AT LEAST TWICE EACH YEAR. GRASSES SUCH AS TALL FESCUE SHOULD BE MOWED IN EARLY SUMMER AFTER EMERGENCE OF THE HEADS ON COOL SEASON GRASSES. THEY SHOULD BE MOWED AGAIN IN THE EARLY FALL TO PREVENT SEEDS OF ANNUAL WEEDS FROM MATURING. MOWING OF LEGUMES SUCH AS SERICEA LESPEDEZA AND CROWN VETCH CAN BE PERMITTED TO GROW ON THE DAM OR IN ANY PART OF THE EMERGENCY SPILLWAY. LIMING AND FERTILIZING: THE SOIL SHOULD BE SAMPLED ACCORDING TO RECOMMENDED PROCEDURES AT LEAST ONCE EVERY 4 YEARS. THE SAMPLE SHOULD BE TESTED AT A QUALIFIED SOIL TESTING LABORATORY (SUCH AS THE ONE AT VPI&SU). LIME AND FERTILIZER SHOULD BE APPLIED IN ACCORDANCE WITH RECOMMENDATIONS BASED ON THE TESTS. REPLANTING AND OVER SEEDING: IF VEGETATION COVERS LESS THAN 40% OF THE SOIL SURFACE, LIME, FERTILIZE AND SEED IN ACCORDANCE WITH CURRENT RECOMMENDATIONS FOR NEW SEEDING. IF VEGETATION COVERS MORE THAN 40% BUT LESS THAN 70% OF THE SOIL SURFACE, LIME FERTILIZE AND OVER SEED IN ACCORDANCE WITH CURRENT RECOMMENDATIONS. REMOVING TRASH AND DEBRIS: TRASH, LITTER AND VEGETATION (OTHER THAN GRASS) WILL BE REMOVED AS NEEDED (BUT NO LESS THAN TWO TIMES PER YEAR) TO PREVENT OBSTRUCTION TO THE FLOW OF WATER, TO PREVENT MOVEMENT OF TRASH AND LITTER TO DOWNSTREAM PROPERTIES, TO MAINTAIN THE INTEGRITY OF THE STRUCTURE, TO PROVIDE AN ATTRACTIVE APPEARANCE AND TO MINIMIZE WATER POLLUTION. REMOVING SEDIMENT: SOIL MATERIALS (INCLUDING CLAY, SILT, SAND AND GRAVEL) WILL BE REMOVED BEFORE THE DETENTION POOL LOSES 10% OF THE DESIGNED STORAGE CAPACITY. SEDIMENT DISPOSAL: SEDIMENT DISPOSAL SHOULD BE IN ACCORDANCE WITH CURRENT PROCEDURES FOR DISPOSAL OF SEDIMENT. WHERE REQUIRED BY THE APPROPRIATE AUTHORITIES, THE SEDIMENT WILL BE TESTED FOR APPROPRIATE POLLUTANTS AT THE OWNER'S EXPENSE BEFORE IT IS REMOVED FROM THE POND. REPAIRS: REPAIR SLIDES, SLUMPS AND ERODED AREAS PROMPTLY AND IN A WORKMANLIKE MANNER TRASH RACKS, PIPES, HEADWALLS, ETC. WILL BE MAINTAINED, REPAIRED AND/OR REPLACED AS NEEDED TO MAINTAIN THE INTEGRITY OF THE STRUCTURE. EXPOSED METAL SURFACES WILL BE PAINTED TO MINIMIZE DAMAGE DUE TO RUST. MAINTENANCE INSPECTIONS: THE OWNER WILL BE RESPONSIBLE FOR INSPECTING EACH STORMWATER MANAGEMENT STRUCTURE AFTER EACH SIGNIFICANT RAINFALL. ONCE EACH YEAR A REPRESENTATIVE OF DEQ WILL JOINTLY INSPECT EACH STORMWATER MANAGEMENT STRUCTURE. APPROPRIATE ACTION WILL BE TAKEN TO ENSURE APPROPRIATE MAINTENANCE. ALL MAINTENANCE COSTS WILL BE BORNE BY THE OWNER. WHERE STRUCTURES ARE TO BE MAINTAINED BY MORE THAN ONE PARTY, ALLOCATION OF COSTS WILL BE IN ACCORDANCE WITH TERMS SET FORTH IN THE MAINTENANCE AGREEMENT. KEYS TO LOCKED ACCESS POINTS SHALL BE AVAILABLE TO DEQ PERSONNEL UPON REQUEST. MAINTENANCE RECORDS: THE LANDOWNER, OR SOMEONE DESIGNATED BY THE LANDOWNER, SHALL INSPECT THE DETENTION POND WITHIN 24 HOURS AFTER EACH RAINFALL EVENT OF ONE INCH OR MORE OF RAIN. THE OWNER OR THE DESIGNEE SHALL KEEP WRITTEN RECORDS OF THESE INSPECTIONS. THE RECORDS SHALL ALSO INCLUDE MAINTENANCE AND REPAIRS PERFORMED. COPIES OF THESE RECORDS SHALL BE PROVIDED TO THE COUNTY UPON REQUEST. THE WATER QUALITY FEATURES SHALL NOT BE MODIFIED IN ANY WAY WITHOUT PRIOR APPROVAL BY DEQ AND FREDERICK COUNTY. ·TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4". ·PULVERIZED AGRICULTURAL LIMESTONE SHALL BE INCORPORATED INTO SOIL AT A RATE OF 92 LBS. PER 1000 S.F. (2 TONS PER ACRE). ·FERTILIZE WITH 10-20-10 AT A RATE OF 12 LBS. PER 1000 S.F. (500 LBS. PER ACRE). SEED MIX SHALL CONSIST OF 90% KENTUCKY 31 TALL FESUE AND 10% KENTUCKY BLUEGRASS APPLIED AT THE RATE OF 200 LBS. PER ACRE. EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A 15,500 SF OR BUILDING, ASSOCIATED PARKING AND DRIVE ISLES, 3.19 AC GRAVEL OUTSIDE-STORAGE AREA WITH SCREENING FENCE/BERM, PUBLIC WATER AND SEWER CONNECTIONS, AND A PRIVATE STORM SYSTEM. THE DISTURBED AREA FOR THIS PROJECT SHALL BE 8.25 AC. EXISTING SITE CONDITIONS VACANT - NON-MATURE WOODS. EXISTING SLOPES RANGE FROM 2% TO 15%. THE MAJORITY OF THE SITE DRAINS TO 2-48" CULVERTS AT THE NORTH END OF THE PROPERTY. OTHER AREAS DRAIN TO NEIGHBORING LOTS. ADJACENT PROPERTY THE SITE IS CURRENTLY BOUNDED TO THE NORTH BY TASKER ROAD, TO THE EAST BY MARCEL DRIVE, TO THE SOUTH BY M1 ZONED PROPERTY, AND TO THE WEST BY RA ZONED PROPERTIES. OFF-SITE AREAS THERE ARE NO OFF-SITE AREAS ASSOCIATED WITH THIS PROJECT. SOILS AND GEOLOGY SEE THE EXISTING CONDITIONS PLAN, SHEET CS1000 FOR SOILS AND GEOLOGICAL INFORMATION. CRITICAL AREAS THERE ARE NO KNOWN CRITICAL AREAS ASSOCIATED WITH THIS PROJECT. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL MEASURES THE SILT FENCE, INLET PROTECTION, SEDIMENT BASIN, AND ANY OTHER MEASURES SHOWN ON THE PLANS INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. PHASE I: CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) SHALL BE INSTALLED AT THE LOCATION SHOWN ON THE SEDIMENT & EROSION CONTROL PLAN - PHASE 1 TO PREVENT MUD AND DEBRIS FROM BEING TRACKED ONTO ROADWAYS. SILT FENCE WITH WIRE SUPPORT (3.05-1) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. INLET PROTECTION (3.07) SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE EROSION & SEDIMENT CONTROL PLAN - PHASE 1, BEFORE ANY LAND DISTURBING ACTIVITIES NOT ASSOCIATED WITH THE INSTALLATION OF THE CONSTRUCTION ENTRANCE. SILT SOCK DETAIL PROVIDED WITH THESE PLANS MAY BE USED IN LIEU OF 3.07. SEDIMENT BASIN (3.14) SHALL BE INSTALLED TO DETAIN SEDIMENT-LADEN RUNOFF LONG ENOUGH TO ALLOW THE MAJORITY OF SEDIMENT TO SETTLE OUT. GEOTECHNICAL REPORT SHALL BE CONSULTED PRIOR TO CONSTRUCTION. PHASE II: ALL CONTROLS INSTALLED IN PHASE I SHOULD REMAIN UNTIL THE SITE IS STABILIZED. SOIL STABILIZATION MATTING (3.36) SHALL BE INSTALLED ON DISTURBED SLOPES STEEPER THAN 3:1. TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. SOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DAMS, DIKES, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE-COMPACTED, IMMEDIATELY SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED AT THE DIRECTION OF THE FREDERICK COUNTY INSPECTOR. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, OR SLOPE DRAIN STRUCTURE. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOILS AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.(VESCH) ANY CHANGES MADE TO THIS PLAN MUST BE RESUBMITTED FOR APPROVAL WITHOUT EXCEPTION. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 3.32 OF THE VESCH. PERMANENT STABILIZATION IS DEFINED AS 90% UNIFORM COVERAGE ON THE ENTIRE SITE, ABILITY TO INHIBIT EROSION AND MATURE ENOUGH TO SURVIVE, INCLUDING 2-3 INCH CUTTINGS. PHASES OF LAND DISTURBANCE ACTIVITIES 1. MANDATORY PRE-CONSTRUCTION CONFERENCE SHALL BE SCHEDULED AS REQUIRED BY REGULATIONS. 2. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY. 3.INSTALLATION OF ALL PHASE I EROSION & SEDIMENT CONTROL DEVICES. 4. OBTAIN COUNTY INSPECTOR APPROVAL. 5. ROUGH GRADE SITE. 6. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 7. REMOVE ALL EROSION & SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR. 713 714 715 716 717 718 719 719 7 1 8 7 1 7 7167157 1 4 71 3 712 711 710 709 708 708 7 0 7 7 0 6 7 0 5 7 0 5 7 0 6 7 0 7 7 0 8 7 0 9 7 1 0 7 1 1 7 1 1 7 1 0 71171271371471571671771871471571571671671571471371271171070970870770570 6707 7 1 2 71 2 7 1 1 7 1 0 7 0 9 7 0 8 7 0 7 7 0 6 7 0 5 7 0 4 7 0 3704 7087097107117127137 1 0 711712 713 714 715 716 717 71 6 717718 7197 1 8 717716 720 719 718 717 716716 715 714 71 3 71 2 711710709708709 71071171271 5 714713712V A . S E C . R T E . 6 4 2 T A S K E R RO A D ( S P E E D : 4 5 M P H ) ( V A R I A B L E W I D T H R /W ) ( A S P H A L T S U R F A C E )VA. SEC. RTE. 787MARCEL DRIVE (SPEED: UN-POSTED)(ASPHALT SURFACE) - ADT: 1,400, SOURCE: ARCGISFUNCTIONAL CLASSIFICATION: UNKNOWNPIN 76-A-43VIOLA HEFLIN ORNDORFF AND DAVID W. ORNDORFF DB 935 PG 1764 ZONED: B2 USE: COMMERCIAL PIN 76-A-44SHIRLEY H. KENNEY INST. 070016864ZONED: RA USE: RESIDENTIAL PIN 76-A-45 DANNY S. AUBE AND WENDY S. AUBEINST. 130010453 ZONED: RAUSE: RESIDENTIAL PIN 76-A-46 SHIRLEY HEFLIN KENNEY DB 703 PG 371 ZONED: RA USE: RESIDENTIAL PIN 76-A-53B ELMAN FBI ASSOCIATES, L.P. INST. 060017419 ZONED: M1 USE: COMMERCIALN 21°00'03" E 627.66'N 20°42'08" E 359.73'S 83°36'03" W 1 6 3 . 3 0 ' S 73°37'44" W 430.00' S 5 0 ° 3 6 ' 4 6 " E 5 3 3 . 5 7 'C1C2S 39°2 3' 1 4 " W 1 3 0. 0 0' PARCEL TWOPIN 76-A-53C WRIGHT'S RUN, L.P.DB 872 PG 545 5.5211 ACRES ZONED: M1 USE: COMMERCIAL E X . 1 2 " P V C W A T E RM A I N (OW N E D B Y F C S A ) 9B 41C 41B 9B 41B9B9B 41 C 9B41C9B41CCIP CE CIP SF SF SF SF SF SF SF SF CONSTRUCTION ENTRANCE WITH WASH RACK SB-1 INV. OUT = 702.75 65' - 24" RCP III @ 0.69% SEE RISER DETAIL ON SHEET CS9003 70670 6 70 7 70 8 7097107067 1 5 7 1 4 7 1 3 7 1 2 7 1 1 7 1 0 7 0 9 7 0 8 7 0 7 7 0 6 SF SF SF 7077087097107117117107097087 0 6 7 0 7 7 0 8 7 0 9 7 1 0 7 1 1 7 1 1 7 1 0 705705 SF SF SF SF LIMITS OF CLEARING & GRADING LIMITS OF CLEARING & GRADING LIMITS OF CLEARING & GRADING LIMITS OF CLEARING & GRADING U:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS2100.dwg PLOTTED: 8/6/2024 2:05 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS2100 BYNO.DATEREVISIONSGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF5 26 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 40'80' PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHFIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCEROSION & SEDIMENT CONTROL PLAN - PHASE I2024.05.22 EROSION AND SEDIMENT CONTROL LEGEND NO.TITLE KEY SYMBOL 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE CE 3.08 CULVERT INLET PROTECTION CIP 3.05 SILT FENCE SF UNIT SYMBOL UNIT NAME SLOPES HYDROLOGIC SOIL GROUP RUNOFF/EROSION POTENTIAL 9B CLEARBROOK CHANNERY SILT LOAM 2% -7%C/D (80/20)VERY HIGH ON-SITE SOILS DATA 41B WEIKERT-BERKS CHANNERY SILT LOAMS 3% - 8%D/B (45/40/15)MEDIUM 41C WEIKERT-BERKS CHANNERY SILT LOAMS 8% - 15%D/B (50/40/10)HIGH 3.14 TEMPORARY SEDIMENT BASIN SB SB 713 714 715 716 717 718 719 719 7 1 8 7 1 7 7167157 1 4 71 3 712 711 710 709 708 708 7 0 7 7 0 6 7 0 5 7 0 5 7 0 6 7 0 7 7 0 8 7 0 9 7 1 0 7 1 1 7 1 1 7 1 0 71171271371471571671771871471571571671671571471371271171070970870770570 6707 7 1 2 71 2 7 1 1 7 1 0 7 0 9 7 0 8 7 0 7 7 0 6 7 0 5 7 0 4 7 0 3704 7087097107117127137 1 0 711712 713 714 715 716 717 71 6 717718 7197 1 8 717716 720 719 718 717 716716 715 714 71 3 71 2 711710709708709 71071171271 5 714713712V A . S E C . R T E . 6 4 2 T A S K E R RO A D ( S P E E D : 4 5 M P H ) ( V A R I A B L E W I D T H R /W ) ( A S P H A L T S U R F A C E )VA. SEC. RTE. 787MARCEL DRIVE (SPEED: UN-POSTED)(ASPHALT SURFACE) - ADT: 1,400, SOURCE: ARCGISFUNCTIONAL CLASSIFICATION: UNKNOWNPIN 76-A-43VIOLA HEFLIN ORNDORFF AND DAVID W. ORNDORFF DB 935 PG 1764 ZONED: B2 USE: COMMERCIAL PIN 76-A-44SHIRLEY H. KENNEY INST. 070016864ZONED: RA USE: RESIDENTIAL PIN 76-A-45 DANNY S. AUBE AND WENDY S. AUBEINST. 130010453 ZONED: RAUSE: RESIDENTIAL PIN 76-A-46 SHIRLEY HEFLIN KENNEY DB 703 PG 371 ZONED: RA USE: RESIDENTIAL PIN 76-A-53B ELMAN FBI ASSOCIATES, L.P. INST. 060017419 ZONED: M1 USE: COMMERCIALN 21°00'03" E 627.66'N 20°42'08" E 359.73'S 83°36'03" W 1 6 3 . 3 0 ' S 73°37'44" W 430.00' S 5 0 ° 3 6 ' 4 6 " E 5 3 3 . 5 7 'C1C2S 39°2 3' 1 4 " W 1 3 0. 0 0' PARCEL TWOPIN 76-A-53C WRIGHT'S RUN, L.P.DB 872 PG 545 5.5211 ACRES ZONED: M1 USE: COMMERCIAL E X . 1 2 " P V C W A T E RM A I N (OW N E D B Y F C S A ) 9B 41C 41B 9B 41B9B9B 41 C 9B41C9B41CIP IP IP IP IP IP IP SF SF SF SF SF SF 24. 0 0 ' SWM POND 100YR W.S.E. 709.40 709.51 (FUTURE) PROP. RIPRAP (TYP) EDGE OF GRAVEL STORAGE AREA EDGE OF GRAVEL STORAGE AREAEDGE OF GRAVEL STORAGE AREAEDGE OF GRAVEL STORAGE AREAE DG E O F G R A V E L S TO R AG E A R E A BOLLARDS 7167167 1 4 716 716 713712712 713714714 716 717 716716714713 716717718719719718717 716 717 716712713713713712711 7127137127147 1 4 7 1 3 714714713 714713714713714 713 7 1 2712711 712 713 71371 4714713712711712711714713 714713 7127117097087137 1 2 7 1 1 7 0 9 7 0 8 7 0 7 7 0 6 714713712711709708707706704 70 6 70 7 70 8 70 9 7 1 1 7 1 2 7 1 1 7 0 9 7 0 8 7 0 7 7 1 3 7 1 2 7 1 0 70571071 0 715715715715 715715 7147157167107107 1 0 7 0 5 705710711712709708706707715715.08 715.127157 1 0 7 1 4 7 1 4 7 1 37137 1 271271 1 3.3 3.2 3.2A 3.1 4.1 1.0 2.0 4.0 3.0 1.2 2.1 1.1 1.3 R.1 R.2 INV. OUT = 702.75 65' - 24" RCP III @ 0.69% SEE RISER DETAIL ON SHEET CS9003 CIP CE CIP CONSTRUCTION ENTRANCE WITH WASH RACK INV. OUT = 702.75 65' - 24" RCP III @ 0.69% SEE RISER DETAIL ON SHEET CS9003 70670 6 70 7 70 8 7097107067 1 5 7 1 4 7 1 3 7 1 2 7 1 1 7 1 0 7 0 9 7 0 8 7 0 7 7 0 67077087097107117117107097087 0 6 7 0 7 7 0 8 7 0 9 7 1 0 7 1 1 7 1 1 7 1 0 705705 IP IP IP IP IP IP IP SF SF SF SF SF SF LIMITS OF CLEARING & GRADING LIMITS OF CLEARING & GRADING LIMITS OF CLEARING & GRADING LIMITS OF CLEARING & GRADING U:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS2200.dwg PLOTTED: 8/6/2024 2:06 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS2200 BYNO.DATEREVISIONSGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF6 26 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 40'80' PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHFIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCEROSION & SEDIMENT CONTROL PLAN - PHASE II2024.05.22 EROSION AND SEDIMENT CONTROL LEGEND NO.TITLE KEY SYMBOL 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE CE 3.08 CULVERT INLET PROTECTION CIP 3.05 SILT FENCE SF UNIT SYMBOL UNIT NAME SLOPES HYDROLOGIC SOIL GROUP RUNOFF/EROSION POTENTIAL 9B CLEARBROOK CHANNERY SILT LOAM 2% -7%C/D (80/20)VERY HIGH ON-SITE SOILS DATA 41B WEIKERT-BERKS CHANNERY SILT LOAMS 3% - 8%D/B (45/40/15)MEDIUM 41C WEIKERT-BERKS CHANNERY SILT LOAMS 8% - 15%D/B (50/40/10)HIGH 3.07 STORM DRAIN INLET PROTECTION IP 3.18 OUTLET PROTECTION OP U:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS2300.dwg PLOTTED: 8/6/2024 2:06 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS2300 BYNO.DATEREVISIONSGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF7 26 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 WORK PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493FIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCEROSION & SEDIMENT CONTROL DETAILS2024.05.22 ULTRA-FILTER SOCK MAY BE USED IN LIEU OF PLATE 3.07-1 AND/OR PLATE 3.07-7 V A . S E C . R T E . 6 4 2 T A S K E R RO A D ( S P E E D : 4 5 M P H ) ( V A R I A B L E W I D T H R /W ) ( A S P H A L T S U R F A C E )VA. SEC. RTE. 787MARCEL DRIVE (SPEED: UN-POSTED)(ASPHALT SURFACE) - ADT: 1,400, SOURCE: ARCGISFUNCTIONAL CLASSIFICATION: UNKNOWNPIN 76-A-43VIOLA HEFLIN ORNDORFF AND DAVID W. ORNDORFF DB 935 PG 1764 ZONED: B2 USE: COMMERCIAL PIN 76-A-44SHIRLEY H. KENNEY INST. 070016864ZONED: RA USE: RESIDENTIAL PIN 76-A-45 DANNY S. AUBE AND WENDY S. AUBEINST. 130010453 ZONED: RAUSE: RESIDENTIAL PIN 76-A-46 SHIRLEY HEFLIN KENNEY DB 703 PG 371 ZONED: RA USE: RESIDENTIAL PIN 76-A-53B ELMAN FBI ASSOCIATES, L.P. INST. 060017419 ZONED: M1 USE: COMMERCIALN 21°00'03" E 627.66'N 20°42'08" E 359.73'S 83°36'03" W 1 6 3 . 3 0 ' S 73°37'44" W 430.00' S 5 0 ° 3 6 ' 4 6 " E 5 3 3 . 5 7 'C1C2S 39°2 3' 1 4 " W 1 3 0. 0 0' PARCEL TWOPIN 76-A-53C WRIGHT'S RUN, L.P.DB 872 PG 545 5.5211 ACRES ZONED: M1 USE: COMMERCIAL E X . 1 2 " P V C W A T E RM A I N (OW N E D B Y F C S A )75' INACTIVE BUFFERCATEGORY "B"ZONING BUFFER(FULL SCREEN)25' ACTIVE BUFFER25' ACTIVEBUFFER25' BUILDING SETBACK 75' BUILDING SETBACK5' PARKING SETBACK 25' PARKING SETBACK3 0 ' R E B S E T B A C K ( P E R P RO F F E R ) O U T D O O R S T O R A G E P A V E D T R A V E L A N D L O A D I N G OUTDOOR STORAGE AREA & CIRCULATION (21-A, RECYCLED RCC, RCA, OR SIMILAR MATERIAL) CURRENT = 3.19 ACRES POSSIBLE FUTURE = 4.07 ACRES 75 . 0 0 ' PROPOSE D T W O S T O R Y OFFICE WI T H W A R E H O U S E 12,550 S F W A R E H O U S E 6,000 S F O F F I C E / SUPPO R TDRIVE-INDOOR7 5 ' B U I L D I N G S E T B A C K 40.00'6 0 . 0 0 ' C O N C R E T E 24 . 0 0 ' 24 . 0 0 '60.00'CONCRETE24.00'24 . 0 0 ' SIX-FOOT-TALL OPAQUE FENCE PER §165-201.10(A) OF THE FREDERICK COUNTY ZONING ORDINANCE SIX-FOOT-TALL OPAQUE FENCE PER §165-201.10(A) OF THE FREDERICK COUNTY ZONING ORDINANCE 24. 0 0 '14.50'4 12 23 24.0 0 '9.00'9. 0 0 '9.00'20 . 0 0 '20.00'20 . 0 0 ' 5. 0 0 ' SI D E W A L K ( T Y P ) 4. 0 0 ' G R A S S S T R I P ( T Y P )40.00'ASPHALT 40 . 0 0 ' A S P H A L T 50'R10'R 3 5 ' R25' INACTIVEBUFFER5' P A R K I N G S E T B A C K CATEGORY "C"ZONING BUFFER(FULL SCREEN)PROP. STOP SIGN PROP. STOP BAR CG-12 DETECTABLE WARNING 27 . 0 0 ' D E P R E S S E D C U R B OUTDOOR STORAGE AREA & CIRCULATION (21-A, RECYCLED RCC, RCA, OR SIMILAR MATERIAL) CURRENT = 3.19 ACRES POSSIBLE FUTURE = 4.07 ACRES 15'R 15'R 5'R5'R 25'R5'R 5'R 5'R5'R10'R 5'R49'RPROP. 3' CURB CUT WP-2 LIMIT OF MILL & OVERLAY (SEE DETAIL ON SHEET CS9003) WARP GUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS ENTRANCE96' (8:1) TAPER48' (4:1) TAPER441' ENTRANCE SEPARATION28 0 . 2 6 '191.67'84. 1 1 ' 8 4 . 8 1 ' 30 2 . 4 7 ' 25 . 7 9 ' PROP. 20' WIDE FREDERICK WATER EASEMENT PROP. 20' WIDE FREDERICK WATER EASEMENT SWM POND 100YR W.S.E. 709.40 709.51 (FUTURE) PROP. RIPRAP (TYP) EX. 10' WATER ESM'T (INST. 020011075) TO BE VACATED D R I V E - I N D O O R (4 ) P R O P . A C U N I T S DRIVE-INDOORD R I V E - I N D O O R L O A D I N G D O C K TRASH &RECYCLINGRECEPTACLESEDGE OF GRAVEL STORAGE AREA EDGE OF GRAVEL STORAGE AREAEDGE OF GRAVEL STORAGE AREAEDGE OF GRAVEL STORAGE AREAPROP. MONUMENT SIGN SIGN AREA: 50 SF SIGN HEIGHT: < 12' VDOT STANDARD CG-11 (VOLUME: LOW) (SEE DETAIL ON SHEET CS9003)138.47'56.83'45' x 12' LOADIN G SPACE E DG E O F G R A V E L S TO R AG E A R E A 25' BUILDING SETBACK6' TALL CHAIN LINKFENCE WITHOPAQUE SLATSAND OPAQUE GATE(SEE DETAIL ONSHEET CS3000)PROP. 20' WIDE FREDERICK WATER EASEMENT PROP. 20' WIDE FREDERICK WATER EASEMENT PROP. PEDESTRIAN EASEMENT. 5' OFF OF SIDEWALK EDGE. PROP. CG-12B PROP. 5' WIDE SIDEWALK WITH 2% CROSS SLOPE 5'R BOLLARDS LIMITS OF CLEARING & GRADING LIMITS OF CLEARING & GRADING LIMITS OF CLEARING & GRADING LIMITS OF CLEARING & GRADING U:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS3000.dwg PLOTTED: 8/6/2024 2:07 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS3000 BYNO.DATEREVISIONSGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF8 26 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 40'80' PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHFIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCDIMENSIONAL PLAN2024.05.22 INACTIVE POTION OF A BUFFER CG-6RTRANSITION TRANSITION CG-6R LEGEND NTS (STANDARD DUTY) ASPHALT PAVEMENT NTS 1 1 2" SURFACE COURSE (SM 12.5A) 2" IM 19.0 COMPACTED SUBGRADE 6" DENSE GRADED STONE (21B) (HEAVY DUTY) ASPHALT PAVEMENT NTS 1 1 2" SURFACE COURSE (SM 12.5A) 3" BASE COURSE (BM25) COMPACTED SUBGRADE 6" DENSE GRADED STONE (21B) CONCRETE SIDEWALK NTS 4" CONCRETE 4" DENSE GRADED STONE (21B) COMPACTED SUBGRADE HEAVY DUTY CONCRETE PAVEMENT NTS 8" CONCRETE 8" DENSE GRADED STONE (21B) COMPACTED SUBGRADE ADA PARKING NOTE: CURB SHALL BE DEPRESSED IN FRONT OF BOTH ADA PARKING SPACES AND UNLOADING AREA. SWM MANAGEMENT NOTE: POND HAS BEEN DESIGNED TO HANDLE THE ADDITIONAL RUNOFF THAT WOULD BE PRODUCED BY POSSIBLE FUTURE IMPERVIOUS AREA EXPANSION. TRASH ENCLOSURE SCREENING DETAIL (NTS)~2'TRASH OR RECYCLING RECEPTACLE TRASH OR RECYCLING RECEPTACLE TRASH OR RECYCLING RECEPTACLE 6.00'6.00'CHAIN-LINK FENCING WITH SLATS, WITH A PRIVACY FACTOR OF 90% OR GREATER. CONNECT FENCE TO FACE OF BUILDING, ALONG TOP OF WALL. CONNECT FENCE TO FACE OF BUILDING. TASKER ROAD (SPEED: 45 MPH)VA. SEC. RTE. 787MARCEL DRIVE (S P E E D : U N - P O S T E D ) (ASPHALT SURFA C E ) - A D T : 1 , 4 0 0 , S O U R C E : A R C G I S FUNCTIONAL CLA S S I F I C A T I O N : U N K N O W N S 8 3 ° 3 6 ' 0 3 " W 1 6 3 . 3 0 'C1C2 S 39 ° 2 3 ' 1 4 " W 1 3 0 . 0 0 ' 2 3 PRO P . CG - 1 2 B PRO P . 5 ' W ID E S ID EW A L KWI TH 2% CRO S S S LO P E 441' E N T R A N C E S E P A R A T I O N 290' EN T R A N C E S E P A R A TI O N E1 E2 D2 D1 C2 C1 B2 B1 A2 A1 VDOT STANDARD CG-11 (VOLUME: LOW) (SEE DETAIL ON SHEET CS9003) WP-2 LIMIT OF MILL & OVERLAY (SEE DETAIL ON SHEET CS9003)U:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS3050.dwg PLOTTED: 8/6/2024 2:07 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS3050 BYNO.DATEREVISIONSGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF8A 26 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 40'80' PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH FIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCCROSS & TYPCAIL SECTIONS FOR MARCEL DR &ENTRANCE2024.05.22 6.20% 5.00'R.O.W 13.49% 18.68'E.O.P 0.96% 17.70' EXISTING THRU LANE CL19.45' EXISTING THRU LANE 2.99%3.33% 4.20'5.00'R.O.W E.O.P 3.20% MARCEL DRIVE CROSS SECTION (A1-A2) (NTS) 14.80% 5.00'R.O.W3.43'T.O.C 33.33 % 2.50' CG-6 2.00% E.O.P12.00' PROPOSED ENTRANCE TAPER 0.84% 15.40' EXISTING THRU LANE CL26.25' EXISTING THRU LANE & EXIT TAPER 2.25% 0.42' 5.54% 5.00' EXISTING SURFACE COURSE EXISTING BASE COURSE EXISTING DENSE GRADED STONE COURSE EXISTING COMPACTED SUBGRADE MARCEL DRIVE CROSS SECTION (B1-B2) (NTS)112" SURFACE COURSE (SM 12.5A) 3" BASE COURSE (BM25) 6" DENSE GRADED STONE (21B) COMPACTED SUBGRADER.O.WE.O.P5.00' 26.02%21.91% 2.60'T.O.C R.O.W2.50' CG-6 12.00' PROPOSED EXIT TAPER 2.00% 15.21' EXISTING THRU LANE E.O.P 0.79% CL23.74' EXISTING THRU LANE & ENTRANCE TAPER 2.61% 2.00' GP E.O.P 0.59% R.O.W1.77'5.00' 112" SURFACE COURSE (SM 12.5A) 3" BASE COURSE (BM25) 6" DENSE GRADED STONE (21B) COMPACTED SUBGRADE EXISTING SURFACE COURSE EXISTING BASE COURSE EXISTING DENSE GRADED STONE COURSE EXISTING COMPACTED SUBGRADE MARCEL DRIVE CROSS SECTION (C1-C2) (NTS) REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS TACK AND COAT PROPOSED CONSTRUCTION JOINT. PROPOSED MIN. 1.5" ASPHALT SURFACE COURSE. OVERLAY WITH FINAL SURFACE MIX TO PROVIDE A SMOOTH LAP JOINT EXISTING SURFACE COURSE EXISTING BASE COURSE EXISTING DENSE GRADED STONE COURSE EXISTING COMPACTED SUBGRADE REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS TACK AND COAT PROPOSED CONSTRUCTION JOINT. PROPOSED MIN. 1.5" ASPHALT SURFACE COURSE. OVERLAY WITH FINAL SURFACE MIX TO PROVIDE A SMOOTH LAP JOINT REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS TACK AND COAT PROPOSED CONSTRUCTION JOINT. PROPOSED MIN. 1.5" ASPHALT SURFACE COURSE. OVERLAY WITH FINAL SURFACE MIX TO PROVIDE A SMOOTH LAP JOINT 5.00'R.O.W 9.40% 22.07% 17.08' 1.26% 13.49' EXISTING THRU LANE CL 3.34% 12.89' EXISTING THRU LANE E.O.PE.O.P16.63' 9.92% 5.00' 0.60% R.O.W REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS TACK AND COAT PROPOSED CONSTRUCTION JOINT. PROPOSED MIN. 1.5" ASPHALT SURFACE COURSE. OVERLAY WITH FINAL SURFACE MIX TO PROVIDE A SMOOTH LAP JOINT MARCEL DRIVE CROSS SECTION (D1-D2) (NTS)EXISTING SURFACE COURSE EXISTING BASE COURSE EXISTING DENSE GRADED STONE COURSE EXISTING COMPACTED SUBGRADE A1 A2 B2 C2 D2 B1 C1 D1 3.90% 10.00'2.50' CG-6 3.00% 18.00' PROPOSED LANE T.O.CE.O.PCL 3.00% 18.00' PROPOSED LANE 2.50' CG-6 E.O.PT.O.C 3.38%4.00% 10.00' 112" SURFACE COURSE (SM 12.5A) 3" BASE COURSE (BM25) 6" DENSE GRADED STONE (21B) COMPACTED SUBGRADE E2E1 PROPOSED ENTRANCE CROSS SECTION (E1-E2) (NTS) VA. SEC. R T E . 7 8 7 MARCEL D R I V E ( S P E E D : U N - P O S T E D ) (ASPHALT S U R F A C E ) - A D T : 1 , 4 0 0 , S O U R C E : A R C G I S FUNCTION A L C L A S S I F I C A T I O N : U N K N O W NS 83 °36 '03 " W 163 .30 'C1C2 S 3 9 ° 2 3 ' 1 4 " W 1 3 0 . 0 0 'EX. 12" PVC WATERMAIN(OWNED BY FCSA)EX. 12" P V C W A T E R M AI N (OWNED B Y F C S A ) 7+20 8+00 9+00 10+00 11+00 12+00 13+00 13+67 SDR: 2 - I N T E R S E C TI O N SIGHT DI S T A N C E EXCEE D S 2 6 0' SDR: 2 - I N T E R S E C T I O N SIGH T D I S T A N C E EXCE E D S 2 6 0 'OFFICE W ITH WAREHOUSE12,550 SF WAREHOUSE1 2 2 3PROP. 2 0 ' W IDE FREDER ICKWATER EASEMENTSWM POND 1 0 0YR W .S .E . 7 0 9 . 4 0 7 0 9 . 5 1 (FUTURE )RIPRAP 716 716 714 713716717718 719 719 718 71 7 71 6 71 7 716 714 7 1 3 714 713 714 713714713712712 713714714 713 712 711 709 708 707 706 70 4 708709711712711709708707713712710705 710710715 715 715.08715.127157147147137121.0 1.2 1.1 1.3 R.1 14.50'INTERSECTION SIGHT DISTANCE PROFILE - UNPOSTED SPEED HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 710 720 730 710 720 730 7+00 722.28+00721.5720.69+00720.7720.110+00717.4719.01719.011+00718.8718.112+00717.6717.113+00716.3715.414+00LOCATION OF DRIVE'S EYE - STA. 10+003.50'DRIVE'S EYE LOCATION OF OBJECT - STA. 13+67.29LOCATION OF OBJECT - STA. 7+203.50'OBJECT 3.50'OBJECT SDR: 2 - INTERSEC T I O N S I G H T D I S T A N C E E X C E E D S 2 6 0 ' SDL: 2 - INTERSECTI O N S I G H T D I S T A N C E E X C E E D S 2 6 0 ' EXISTING GRADEFINISHED GRADE VA. SEC. RTE. 787MARCEL DRIVE (SPEED: UN-POSTED)(ASPHALT SURFACE) - ADT: 1,400, SOURCE: ARCGISFUNCTIONAL CLASSIFICATION: UNKNOWNS 83°36'03" W 1 6 3 . 3 0 'C29+8 5 10+ 0 0 11+ 0 0 O U T D O O R S T O R A G E P A V E D T R A V E L A N D L O A D I N G PROPOSE D T W O S T O R Y OFFICE WI T H W A R E H O U S E 12,550 S F W A R E H O U S E 6,000 SF O F F I C E / SUPPO R TDRIVE-INDOOR23 WP-2 LIMIT OF MILL & OVERLAY (SEE DETAIL ON SHEET CS9003)96' (8:1) TAPER48' (4:1) TAPER441' ENTRANCE SEPARATIONPROP. 20' WIDE FREDERICK WATER EASEMENT D R I V E - I N D O O R DRIVE-INDOORD R I V E - I N D O O R L O A D I N G D O C K VDOT STANDARD CG-11 (VOLUME: LOW) (SEE DETAIL ON SHEET CS9003) 45' x 12' LOADIN G SPACE BOLLARDS 713714716716714713 716717718719719718717 716 717 7167137147 1 4 7 1 3 714714713 714713714713714 713 7 1 2712 7157157157151.0 1.2 1.1 1.3 R.1 R.2 ENTRANCE PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 705 710 720 730 740 705 710 720 730 740 9+50 10+00719.5716.5717.8411+00713.5716.1111+50 18" ADS N-12 STORM SEWER CROSSING EDGE OF WP-2 MILL & OVERLAY - STA. 10+00EXISTING EDGE OF PAVEMENT - STA. 10+16RIGHT-OF-WAY - STA. 10+33.32-2.00% -6.15% -3.47%BVCS: 10+18BVCE: 719.39EVCS: 10+38EVCE: 718.5720' VC PVI STA = 10+28 PVI ELEV = 719.19 A.D. = -4.15 K = 4.82 BVCS: 10+39.82BVCE: 718.46EVCS: 10+59.82EVCE: 717.5020' VC PVI STA = 10+49.82 PVI ELEV = 717.85 A.D. = +2.68 K = 7.46 EXISTING GRADE FINISHED GRADE U:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS3100.dwg PLOTTED: 8/6/2024 2:08 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS3100 BYNO.DATEREVISIONSGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF9 26 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 50'100' PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH FIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCPROFILES (SIGHT DISTANCE & ENTRANCE)2024.05.22 00 50'100'NORTH 713 714 715 716 717 718 719 719 7 1 8 7 1 7 7167157 1 4 71 3 712 711 710 709 708 708 7 0 7 7 0 6 7 0 5 7 0 5 7 0 6 7 0 7 7 0 8 7 0 9 7 1 0 7 1 1 7 1 1 7 1 0 71171271371471571671771871471571571671671571471371271171070970870770570 6707 7 1 2 71 2 7 1 1 7 1 0 7 0 9 7 0 8 7 0 7 7 0 6 7 0 5 7 0 4 7 0 3704 7087097107117127137 1 0 711712 713 714 715 716 717 71 6 717718 7197 1 8 717716 720 719 718 717 716716 715 714 71 3 71 2 711710709708709 71071171271 5 714713712(715.93) (718.01) (717.01) (717.61) (718.27) (717.82) (718.46) (718.30) (718.25)(718.18) (718.07) (719.77) (720.03) (720.34) (719.81)(719.93) (719.56)(719.79)(719.74) (719.29)(719.63)(719.52)(719.38) (718.39) (718.68) (718.99) (719.40) (719.18) (718.57) (718.51)(718.52) (718.35) (718.18) (718.09)(718.06) (718.55) (718.60) (718.41) (718.33) (718.11) (717.65) (717.24) (716.52) (715.79) (715.29)(715.18) (715.27) (715.89) (716.52) (716.05) (716.44) (715.83) (717.00) (716.63) (717.29) (717.59) (717.46) (716.75) (716.23) (715.49) (715.58) (716.36) (716.67) (716.89) (716.41) (715.79) (714.76) (714.89)(715.14) (715.01) (714.96) (714.67) (715.41) (714.69) (714.15) (713.71) (714.19) (713.62) (713.36) (712.70) (712.82) (712.33) (712.08) (711.89) (711.78) (711.34) (711.02) (710.95) (710.57) (710.72) (711.09) (711.48) (711.59) (712.11) (712.75) (713.21) (713.83) (714.15) (714.76) (715.43) (715.48) (714.93) (715.19) (715.38) (716.17) (716.08) (716.90) (717.14) (717.73) (717.67) (718.00) (718.24) (718.79) (718.66) (719.03) (719.15) (719.80)(719.67) (720.25) (720.37) V A . S E C . R T E . 6 4 2 T A S K E R RO A D ( S P E E D : 4 5 M P H ) ( V A R I A B L E W I D T H R /W ) ( A S P H A L T S U R F A C E )VA. SEC. RTE. 787MARCEL DRIVE (SPEED: UN-POSTED)(ASPHALT SURFACE) - ADT: 1,400, SOURCE: ARCGISFUNCTIONAL CLASSIFICATION: UNKNOWNPIN 76-A-43VIOLA HEFLIN ORNDORFF AND DAVID W. ORNDORFF DB 935 PG 1764 ZONED: B2 USE: COMMERCIAL PIN 76-A-44SHIRLEY H. KENNEY INST. 070016864ZONED: RA USE: RESIDENTIAL PIN 76-A-45 DANNY S. AUBE AND WENDY S. AUBEINST. 130010453 ZONED: RAUSE: RESIDENTIAL PIN 76-A-46 SHIRLEY HEFLIN KENNEY DB 703 PG 371 ZONED: RA USE: RESIDENTIAL PIN 76-A-53B ELMAN FBI ASSOCIATES, L.P. INST. 060017419 ZONED: M1 USE: COMMERCIAL (715.2) (716.4) (701.2) (710.9) (715.2) (707.6) (706.2) (705.8)(706.1)(705.7) (703.9) (70 7 . 2 ) (712.5) (711.7) (708.9) (709.1) (710.2)(710.9)(711.3) (708.1) (710.9) (716.5) (718.6) (716.2) (713.8) (716.5) (715.8) (713.4) (712.4)(713.3) (713.5)(712.9) (711.8) (711.1) (711.3) (711.4) (712.3) (714.5) (714.8) (717.0)(715.9) (717.0)(719.5) (717.2) (717.7) (716.5)(716.2) (716.9) (716.9)(717.0)(716.0)(714.8) (713.2) (711.1) (719.1) (718.3) (716.3) (712.5) (712.8) (713.1) (714.5) (715.6) (716.7) (716.2) (716.0) (717.2) (718.6) (718.9) (719.2) (717.9) (716.9) (715.2) (714.0) (714.1) (714.6) (714.2) (713.4)(714.5) (714.3) (713.6) (715.6)(716.3) (710.3) (710.1) (712.0) (713.1) (713.2) (711.4) (710.4) (709.7) (708.6) (708.9) (713.6) (712.4) (715.9) (707.8) (708.3)(704.6) (705.8) (703.6) (703.0) (704.9) (703.6)(702.6) (703.5) (707.6) (709.6) (710.2) (711.6) (712.7) (711.9) (713.3) (711.9) (709.6) (709.7) (708.8) (708.2) (708.1) (709.0) (709.3) (708.9) (706.7) (707.3) (706.5) (706.0) (706.0) (706.9) (706.5) (707.6) (708.0) (707.2) (707.3) (708.1) (708.9) (710.9) (713.2) (714.2) (715.0) (713.4) (712.2) (711.2) (710.9) (710.0) (714.1) (716.2) (714.6) (715.1) (715.5) (716.8) (717.2) (716.4) (715.9)(719.3) (718.8) (718.4) (717.9) (716.8) (716.5) (716.1) (715.3) (714.9) (714.6) (715.7) (715.7) (716.6) (716.1) (714.7) (715.5) (715.6) (715.1) (716.7) (716.2) (713.8)(714.6) (713.7)(713.0) (715.2) (715.8) (715.2) (713.7)(714.0)(712.4)(713.2) (712.9) (712.4)(713.2) (712.2) (711.9) (711.4)(711.0) (711.4)(710.4)(710.9) (710.8)(710.0)(710.5) (709.6)(709.1) (710.0)(708.9)(709.9) (710.4) (710.6) (711.3) (712.1) (713.1) (715.1) (716.0) (716.4) (716.4) (715.7) (714.0) (715.6) (716.5) (715.2) (715.0) (715.8) (716.9) (716.7) (716.6) (719.3)N 21°00'03" E 627.66'N 20°42'08" E 359.73'S 83°36'03" W 1 6 3 . 3 0 ' S 73°37'44" W 430.00' S 5 0 ° 3 6 ' 4 6 " E 5 3 3 . 5 7 'C1C2S 39°2 3' 1 4 " W 1 3 0. 0 0' PARCEL TWOPIN 76-A-53C WRIGHT'S RUN, L.P.DB 872 PG 545 5.5211 ACRES ZONED: M1 USE: COMMERCIAL E X . 1 2 " P V C W A T E RM A I N (OW N E D B Y F C S A ) O U T D O O R S T O R A G E P A V E D T R A V E L A N D L O A D I N G PROPOSE D T W O S T O R Y OFFICE WI T H W A R E H O U S E 12,550 S F W A R E H O U S E 6,000 S F O F F I C E / SUPPO R TDRIVE-INDOORSIX-FOOT-TALL OPAQUE FENCE PER §165-201.10(A) OF THE FREDERICK COUNTY ZONING ORDINANCE SIX-FOOT-TALL OPAQUE FENCE PER §165-201.10(A) OF THE FREDERICK COUNTY ZONING ORDINANCE 24. 0 0 '14.50'4 12 23 SWM POND 100YR W.S.E. 709.40 709.51 (FUTURE) PROP. RIPRAP (TYP) D R I V E - I N D O O R DRIVE-INDOORD R I V E - I N D O O R L O A D I N G D O C K EDGE OF GRAVEL STORAGE AREA EDGE OF GRAVEL STORAGE AREAEDGE OF GRAVEL STORAGE AREAEDGE OF GRAVEL STORAGE AREA45' x 12' LOADIN G SPACE E DG E O F G R A V E L S TO R AG E A R E A BOLLARDS 3.3 3.2 3.2A 3.1 4.1 1.0 2.0 4.0 3.0 1.2 2.1 1.1 1.3 R.1 R.2 INV. OUT = 702.75 65' - 24" RCP III @ 0.69% SEE RISER DETAIL ON SHEET CS9003 LIMITS OF CLEARING & GRADING LIMITS OF CLEARING & GRADING LIMITS OF CLEARING & GRADING LIMITS OF CLEARING & GRADING 13 09 HP 14 46 HP 19 43 15 25 FFE 15 10 14 25 15 10 11 25 11 25 11 75TC 11 68 TC 13 89 14 26 15 06 TC 14 25FL 15 14 14 56 TC 15 04 14 40 14 32TC 14 90 14 82TC 1 2 7 5 F L 13 38 EP 13 71 TC 13 36 15 17 15 17 15 07 15 07 14 03 12 67 FL 12 55 12 55 11 13 TDG 11 13 12 99 15 17 12 27 12 27 12 55 15 17 15 17 13 25 EP 13 97 17 10TC 14 26 TC 13 17 TC 15 06 TC 15 14 15 17 13 79 TC 13 79 TC 12 63 TC 12 46 TC 14 99 TC 14 99 TC 15 17 15 17 1499 1499 13 04 TC 14 57 12 82 15 88 15 34TC 16 20 TC 16 12 TC 14 83 TC 1521 17 30 14 61 EP 14 90 EP 14 90 10 25 RIM 10 75 RIM 12 75 HP 12 75 HP 11 25 RIM 11 25 RIM 12 36 FL 12 01 FL 12 01 11 75 EP 12 90 HP | E P 12 44 EP 11 25 RIM 12 65 HP 12 75INV 19 77EP 20 10 TC 1544TC 12 75HP 12 66 HP 12 78 HP 13 63 EP 12 71HP 10 71FL 12 37HP 12 83 HP 12 83 HP 13 63 EP 18 92 TC 18 83 EX | EP 19 19 18 59 EP 12 36 13 14 13 98 TC | HP 13 85 TC | HP 13 25 TC 11 68 TC 14 97 13 87 14 05 1334TC 13 25 TC 13 35 TC 12 42 TC 1268TC 11 93 TC 13 61 12 53 13 07 11 65 17 10TC 16 30HP 16 44 16 23 TC 17 31 20 01 EX | E P 13 84 14 67 HP 13 14 14 80 HP 12 90 13 05 HP | F L 13 42FL 12 25HP 12 74HP 7167167 1 4 716 716 713712712 713714714 716 717 716716714713 716717718719719718717 716 717 716712713713713712711 7127137127147 1 4 7 1 3 714714713 714713714713714 713 7 1 2712711 712 713 71371 4714713712711712711714713 714713 7127117097087137 1 2 7 1 1 7 0 9 7 0 8 7 0 7 7 0 6 714713712711709708707706704 70 6 70 7 70 8 70 9 7 1 1 7 1 2 7 1 1 7 0 9 7 0 8 7 0 7 7 1 3 7 1 2 7 1 0 70571071 0 715715715715 715715 7147157167107107 1 0 7 0 5 705710711712709708706707 0758INV 08 23INV 04 60INV 06 00 INV 16 51 TC715 TOP OF DAM = 711.608' WIDE MIN.TOP OF DAM = 711.60 8' WIDE MIN. 09 41 09 51 11 03 10 93 12 45 12 35 13 98 13 88 14 43 14 33 15 04 15 06 14 94 14 96 14 43 14 33 14 43 14 33 15 08 EX 15 12 EX 715.08 715.127157 1 0 7 1 4 7 1 4 7 1 37137 1 271271 1 12 66INV 12 00INV U:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS4000.dwg PLOTTED: 8/6/2024 2:09 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS4000 BYNO.DATEREVISIONSGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF10 26 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 40'80' PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHFIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCGRADING PLAN2024.05.22 SPOT SHOT LEGEND: EP - EDGE OF PAVEMENT EX - EXISTING FL - FLOW LINE HP - HIGH POINT RIM - RIM AND OR GRATE TC - TOP OF CURB ADA PARKING NOTE: CURB SHALL BE DEPRESSED IN FRONT OF BOTH ADA PARKING SPACES AND UNLOADING AREA. CG-6RTRANSITION TRANSITION CG-6R LEGEND NTS POTENTIAL BERM LOCATION FOR EXCESS CUT MATERIAL SWM MANAGEMENT NOTE: POND HAS BEEN DESIGNED TO HANDLE THE ADDITIONAL RUNOFF THAT WOULD BE PRODUCED BY THE POSSIBLE FUTURE IMPERVIOUS AREA. V A . S E C . R T E . 6 4 2 T A S K E R RO A D ( S P E E D : 4 5 M P H ) ( V A R I A B L E W I D T H R /W ) ( A S P H A L T S U R F A C E )VA. SEC. RTE. 787MARCEL DRIVE (SPEED: UN-POSTED)(ASPHALT SURFACE) - ADT: 1,400, SOURCE: ARCGISFUNCTIONAL CLASSIFICATION: UNKNOWNPIN 76-A-43VIOLA HEFLIN ORNDORFF AND DAVID W. ORNDORFF DB 935 PG 1764 ZONED: B2 USE: COMMERCIAL PIN 76-A-44SHIRLEY H. KENNEY INST. 070016864ZONED: RA USE: RESIDENTIAL PIN 76-A-45 DANNY S. AUBE AND WENDY S. AUBEINST. 130010453 ZONED: RAUSE: RESIDENTIAL PIN 76-A-46 SHIRLEY HEFLIN KENNEY DB 703 PG 371 ZONED: RA USE: RESIDENTIAL PIN 76-A-53B ELMAN FBI ASSOCIATES, L.P. INST. 060017419 ZONED: M1 USE: COMMERCIALN 21°00'03" E 627.66'N 20°42'08" E 359.73'S 83°36'03" W 1 6 3 . 3 0 ' S 73°37'44" W 430.00' S 5 0 ° 3 6 ' 4 6 " E 5 3 3 . 5 7 'C1C2S 39°2 3' 1 4 " W 1 3 0. 0 0' PARCEL TWOPIN 76-A-53C WRIGHT'S RUN, L.P.DB 872 PG 545 5.5211 ACRES ZONED: M1 USE: COMMERCIAL E X . 1 2 " P V C W A T E RM A I N (OW N E D B Y F C S A ) 3.3 3.2 3.2A 3.1 4.1 1.0 2.0 4.0 3.0 1.2 2.1 141.37' OF 18" ADS N-12 HDPE @ 2.60% 81.78' OF 18" ADS N-12 HDPE @ 0.51% 110.08' OF 12" ADS N-12 HDPE @ 0.52% 150' OF 18" ADS N-12 HDPE @ 0.50% 150' OF 24" HDPE @ 0.80% 251.46' OF 30" ADS N-12 HDPE @ 0.41% 149.17' OF 18" ADS N-12 HDPE @ 1.06% 111.77' OF 18" ADS N-12 HDPE @ 0.67% 1.1 133.34' OF 18" ADS N-12 HDPE @ 0.51% 1.3 6.27' OF 12" ADS N-12 HDPE @ 0.80% 98.00' OF 12" ADS N-12 HDPE @ 1.00% 56.50' OF 12" ADS N-12 HDPE @ 1.00% 6.27' OF 12" ADS N-12 HDPE @ 1.00% R.1 R.2 INV. OUT = 702.75 65' - 24" RCP III @ 0.69% SEE RISER DETAIL ON SHEET CS9003 22 LF 12" RCP CL III @ 3.03% PROP. 20' WIDE FREDERICK WATER EASEMENT PROP. 20' WIDE FREDERICK WATER EASEMENT SWM POND 100YR W.S.E. 709.40 709.51 (FUTURE) PROP. RIPRAP (TYP) EX. 10' WATER ESM'T (INST. 020011075) TO BE VACATED PROP. 20' WIDE FREDERICK WATER EASEMENT PROP. 20' WIDE FREDERICK WATER EASEMENT PROP. PEDESTRIAN EASEMENT. 5' OFF OF SIDEWALK EDGE. BOLLARDS PROP. PRIVATE E/ONE EXTREME SERIES (DH152) PROP. GRADE @ PUMP STATION = 714.13' INV. IN = 709.38' INV. OUT = 710.63' PROP. PRIVATE FORCE MAIN - 114" 200 PSI PE CTS TUBING 9+8510+0011+0012+0013+0013 + 5 4 11' OF 4" SDR-26 @ 3.00% 6' OF 4" SDR-26 @ 3.00% 2 3 CONNECT 2" FORCE LATERAL TO EXISTING 6" FORCE MAIN CONNECTION; TAP THROUGH BALL VALVE AT PROPERTY LINE TO BE PROVIDED BY FREDERICK WATER. (TEST PIT REQUIRED AT PROP. CONNECTION - UNKNOWN DEPTH) TP F.D.C.TP WATERLINE (C) - 8" D.I.P. CL52 CUT-IN VALVE AND TEE ASSY BY CONTRACTOR 1 - 12"x8" TEE 2 - 12" GV 1 - 8" GV 2 - 12" MJ LONG SOLID SLEEVES (TEST PIT REQUIRED AT PROP. CONNECTION - UNKNOWN DEPTH) TP WATERLINE (A) - 8" D.I.P. CL52 (FOR FIRE PROTECTION / WATER SERVICE) CUT-IN VALVE AND TEE ASSY BY CONTRACTOR 1 - 12"x8" TEE 2 - 12" GV 1 - 8" GV 2 - 12" MJ LONG SOLID SLEEVES (TEST PIT REQUIRED AT PROP. CONNECTION - UNKNOWN DEPTH) OWNER: FREDERICK WATER (STA 10+00 - 10+76.94) OWNER: PRIVATE (STA 10+76.94 - END) 8"x6" REDUCER PROP. F.H. ASSY WATERLINE (B) - 8" D.I.P. CL521 - 8"x8" TEE2 - 8" GVPROP. 2" BALL VALVE AT PROPERTY LINE PROP. 114" x 2" ADAPTER EXISTING WETLANDS 11 . 0 0 ' 1 - 8"x6" TEE 1 - 8" 45° ELBOW PROP. DEDICATED F.D.C. - WATERLINE (D) - 6" D.I.P. CL52 1 - F.H. ASSY 1 - 6" GV WATERLINE (B) - 6" D.I.P. CL52 1 - F.H. ASSY 1 - 6" GV 1 - 8"x6" REDUCER 6" GATE VALVE CONTRACTOR SHALL SLEEVE 2" FORCED SEWER LATERAL WITHIN FW EASEMENT, MIN. 18" UNDER ANTICIPATED 12" FUTURE WATER MAIN. TOP OF SLEEVE SHALL BE NO LESS THAN 6' BELOW FINISHED GRADE. 10+00 10+87 9+85 10+00 11+00 11+25 10+00 10+62 LIMITS OF CLEARING & GRADING LIMITS OF CLEARING & GRADING LIMITS OF CLEARING & GRADING LIMITS OF CLEARING & GRADING U:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS5000.dwg PLOTTED: 8/7/2024 11:12 AM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS5000 BYNO.DATEREVISIONSGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF11 26 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 40'80' PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHFIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCUTILITY PLAN2024.05.22 GRINDER PUMP NOTE: E/ONE EXTREME SERIES (DH152) OR COMPARABLE TO BE USED AT DEVELOPER'S DISCRETION. WATER MAIN CONNECTION NOTES: 1. TEST PIT THE EXISTING MAINS PER FREDERICK WATER INSPECTOR'S REQUIREMENTS. 2. INSTALL JOINT RESTRAINTS ON EXISTING MAINS PER CURRENT FREDERICK WATER REQUIREMENTS PRIOR TO SHUTDOWN. 3. PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TO MINIMIZE SHUTDOWN TIME. 4. HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISH TASKS PER FREDERICK WATER INSPECTOR'S REQUIREMENTS. 5. PREPARE A WATER AND IF APPLICABLE, FORCE SEWER 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 MARSHAL, AND ALL AFFECTED CUSTOMERS AT LEAST (7) DAYS IN ADVANCE, AND MAKE PREPARATIONS AS REQUIRED BY ALL PARTIES. WATER METER NOTES: 1. DOMESTIC AND FIRE METERS SHALL BE LOCATED IN THE INTERIOR OF THE BUILDING. 2. DOMESTIC METER SIZE = 1" 3. FIRE METER SIZE = 4" 4. FIRE METER AND DOMESTIC METER, BACKFLOW DEVICES AND ASSOCIATED PIPING SHALL BE PER FREDERICK WATER INSPECTORS REQUIREMENTS. WATER AND SEWER DEMANDS NOTE: 1. EXPECTED USAGE = 2,000 GPD SIDEWALK NOTE: FREDERICK WATER ALLOWS SIDEWALKS AND/OR PEDESTRIAN TRAILS ON EASEMENTS. ADDITIONAL NOTES: 1. VALVES, MANHOLES, ARV'S AND OTHER FREDERICK WATER SURFACE FEATURES SHALL NOT BE PLACED IN CURB AND GUTTER, NOR SLOPED PORTION OF HANDICAPPED RAMPS. CONTRACTOR SHALL COORDINATE WITH THE FREDERICK WATER INSPECTOR. 2. IRRIGATION LINES AND DEVICES, LIGHT POLES, TRANSFORMERS, JUNCTION BOXES, PEDESTALS, OTHER OBSTACLES AND ALL DRY UTILITIES SHALL NOT BE PLACED ON FREDERIC WATER EASEMENTS. PERPENDICULAR IRRIGATION LINES AND DRY UTILITY CROSSINGS ARE PERMITTED WITH 18" MINIMUM VERTICAL SEPARATION. STORM PROFILE - STRUCTURES 1.0 - 1.3 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 690 700 710 720 730 690 700 710 720 730 9+75 10+00711.0708.89712.6712.4811+00714.1713.77714.3713.3912+00715.8713.51716.6715.4813+00716.0717.49714.8714.9213+75STA 10+00 = (1.0) ES-1 (18")INV OUT = 707.58 (FROM 1.1)133.34' OF 18" ADS N-12 HDPE @ 0.51%STA 11+33.35 = (1.1) DI-3C (6')RIM = 713.04INV IN = 708.46 (FROM 1.2)INV OUT = 708.26 (TO 1.0)81.78' OF 18" ADS N-12 HDPE @ 0.51%STA 12+15.13 = (1.2) DI-3C (6')RIM = 713.25INV IN = 709.08 (FROM 1.3)INV IN = 709.58 (FROM R.1)INV OUT = 708.88 (TO 1.1)141.37' OF 18" ADS N-12 HDPE @ 2.60%13+56.50 = (1.3) ES-1 (18")RIM = 714.47INV IN = 712.75FINISHED GRADE EXISTING GRADE 1.50' SEPARATION1.50' SEPARATION1.50' SEPARATIONWATERLINE (A)WATERLINE (B) WATERLINE (C) STORM PROFILE - STRUCTURES 2.0 - 2.1 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 690 700 710 720 730 690 700 710 720 730 9+75 10+00706.8709.18707.8712.9211+00708.3715.07708.7714.9511+65708.9714.95STA 10+00 = (2.0) ES-1 (12")INV OUT = 707.69 (FROM 2.1)110.08' OF 12" ADS N-12 HDPE @ 0.52%STA 11+47.13 = (2.1) ACO K100 TRENCH DRAINRIM = 711.13STA 11+11.05 = (2.1) ACO K100 TRENCH DRAINRIM = 711.13INV OUT = K100 'OUTLET H' 6" ROUNDTEE CONNECTION INTO TOP OF 12" ADS N-12STA = 11+10.09 INV = 708.26 CAPPED & SEALED END OF PIPE 11-1 METER SECTIONS OF AcO KS100 TRENCH DRAIN BOTTOM ELEV = 710.13 FINISHED GRADE EXISTING GRADE CONNECT 6" DRAIN PIPE INTO 12" ADS N-12 HDPE 4" SSWT LAT. CROSSING 1.02' SEPARATIONSTORM PROFILE - STRUCTURES 3.0 - 3.1 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 690 700 710 720 730 690 700 710 720 730 9+75 10+00706.7705.00707.4711.1511+00708.7712.43709.7711.9712+00711.0711.18712.3710.7513+00712.0712.19712.6712.2814+00713.4711.25714.3712.2215+00714.9712.28715.6711.2515+65715.8711.48251.46' OF 30" ADS N-12 HDPE @ 0.41%STA 12+51.46 = (3.1) DI-7RIM = 708.88INV IN = 706.13 (FROM 3.2)INV OUT = 705.63 (TO 3.0)150.00' OF 24" ADS N-12 HDPE @ 0 . 8 0 %STA 14+01.46 = (3.2) DI-7RIM = 711.25INV IN = 707.83 (FROM 3.3)INV IN = 707.83 (FROM 3.2A)INV OUT = 707.33 (TO 3.1)150.00' OF 18" ADS N-12 HDPE @ 0.50%15+51.46 = (3.3) DI-7RIM = 711.25INV IN = 708.58STA 10+00 = (3.0) ES-1 (30")INV OUT = 704.60 (FROM 3.1)FINISHED GRADE EXISTING GRADE 1.50' SEPARATION114" SSW FORCE MAIN CROSSING STORM PROFILE - STRUCTURES 3.2 - 3.2A HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 690 700 710 720 730 690 700 710 720 730 9+75 10+00713.5711.25713.0712.2511+00712.5711.4411+25712.7711.47STA 10+00 = (3.2) DI-7RIM = 711.25INV IN = 707.83 (FROM 3.3)INV IN = 707.83 (FROM 3.2A)INV OUT = 707.33 (TO 3.1)111.77' OF 18" ADS N-12 HDPE @ 0.67%11+11.77 = (3.2A) DI-7RIM = 711.25INV IN = 708.58FINISHED GRADE EXISTING GRADE STORM PROFILE - STRUCTURES 4.0 - 1.1 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 690 700 710 720 730 690 700 710 720 730 9+75 10+00706.7707.34707.5712.2311+00708.2711.23709.4710.2511+65709.6710.53STA 10+00 = (4.0) ES-1 (18")INV OUT = 706.00 (FROM 4.1)149.17' OF 18" ADS N-12 HDPE @ 1.06%11+49.17 = (4.1) DI-7RIM = 710.25INV IN = 707.58FINISHED GRADE EXISTING GRADE 1.95' SEPARATION114" SSW FORCE MAIN CROSSING U:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS5100.dwg PLOTTED: 8/6/2024 2:09 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS5100 BYNO.DATEREVISIONSGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF12 26 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 WORK PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493FIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCPROFILES & CALCULATIONS (STORM SEWER)2024.05.22 SANITARY SEWER PROFILE - GRAVITY LATERAL & FORCE MAIN HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 690 700 710 720 730 690 700 710 720 730 9+85711.510+00711.5706.1711.3511+00707.1711.87707.5711.4412+00708.1711.73708.3712.1713+00708.5712.57708.3715.1014+00RIM 714.62(2) PRIVATE GRINDER PUMPINV IN 709.87 (GRAVITY LAT.)INV OUT 711.12 (FORCE MAIN)STA 13+36.5011' OF 4" SDR-26 @ 3.00%RIM 714.94(3) CLEANOUTINV IN 710.06INV OUT 710.06STA 13+42.936' OF 4" SDR-26 @ 3.00%4" SSWR LAT. @ BUILDING WALLSTA 13+53.50INV OUT 710.38PROP. PRIVATE FORCE LATERAL 114" 200 PSI PE CTS TUBING 1.95' SEPARATION1.50' SEPARATION18" ADS N-12 STORM SEWER CROSSING 30" ADS N-12 STORM SEWER CROSSING 12" ADS N-12 STORM SEWER CROSSING 1.02' SEPARATIONEX. 6" FORCE MAIN STA 10+00.00CONNECT 2" FORCE LATERAL TO EXISTING 6" FORCE MAIN(TEST PIT REQUIRED - UNKNOWN DEPTH)TP EXISTING GRADE FINISHED GRADE STA 10+07.082" BALL VALVE @ ROWSTA 10+10.08114" x 2" ADAPTERCONTRACTOR SHALL SLEEVE 2" FORCED SEWER LATERAL WITHIN FW EASEMENT, MIN. 18" UNDER ANTICIPATED 12" FUTURE WATER MAIN. TOP OF SLEEVE SHALL BE NO LESS THAN 6' BELOW FINISHED GRADE. WATERLINE PROFILE - WATERLINE (A) HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 695 700 710 720 730 740 695 700 710 720 730 740 9+75 10+00715.8712.84713.4710.8311+00STA. 10+00 - 12"x8" TEE (CUT-IN VLAVE AND TEE ASSY BY CONTRACTOR) - TEST PIT REQUIRED8" GV - STA. 10+03STA. 10+71.94 - 8"x8" TEE (WATERLINE - B)GV - STA. 10+75.94BUILDING WALL - STA. 10+86.94FINISHED GRADE EXISTING GRADE 36" MIN. COVER18" MIN. SEPARATIONWATERLINE (A) 8" D.I.P. CL52 STA = 10+76.94 - OWNER: FREDERICK WATERSTA = 10+76.94 - OWNER: PRIVATEWATERLINE PROFILE - WATERLINE (B) HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 695 700 710 720 730 740 695 700 710 720 730 740 9+75 10+00713.1714.12711.6713.6510+758" GV - STA. 10+03.01STA. 10+42.21 - 8"x6" TEE + 45° ELBOW (WATERLINE - D)8"x6" REDUCER - STA. 10+53.686" GV - STA. 10+56.68FH ASSM. - STA. 10+61.68STA. 10+00 - 8"x8" TEE (WATERLINE - A)FINISHED GRADE36" MIN. COVEREXISTING GRADEWATERLINE (B) 8" D.I.P. CL52 WATERLINE (B) 6" D.I.P. CL52 WATERLINE PROFILE - WATERLINE (C) HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 695 700 710 720 730 740 695 700 710 720 730 740 9+75 10+00718.1718.29716.0715.0411+00713.1714.6811+25711.9713.8218" ADS N-12 STORM SEWER CROSSING FINISHED GRADE EXISTING GRADESTA. 10+00 - 12"x8" TEE (WET TAP) - TEST PIT REQUIREDGV - STA. 10+03GV - STA. 10+91.21FH ASSM. - STA. 10+96.21TP 1.50' SEPARATIONWATERLINE (C) 8" D.I.P. CL52 WATERLINE (C) 6" D.I.P. CL528"x6" REDUCER - STA. 10+88.2136" MIN. COVERWATERLINE PROFILE - WATERLINE(D) HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 695 700 710 720 730 740 695 700 710 720 730 740 9+75 10+00711.9713.7710+50STA. 10+00 - 8"x6" TEE (WATERLINE - B)6" GV - STA. 10+03.14FH ASSM. - STA. 10+08.14WATERLINE (D) 6" D.I.P. CL52EXISTING GRADEFINISHED GRADE36" MIN. COVERU:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS5200.dwg PLOTTED: 8/6/2024 2:10 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS5200 BYNO.DATEREVISIONSGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF13 26 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 WORK PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493FIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCPROFILES (SANITARY SEWER & WATER)2024.05.22 V A . S E C . R T E . 6 4 2 T A S K E R RO A D ( S P E E D : 4 5 M P H ) ( V A R I A B L E W I D T H R /W ) ( A S P H A L T S U R F A C E )VA. SEC. RTE. 787MARCEL DRIVE (SPEED: UN-POSTED)(ASPHALT SURFACE) - ADT: 1,400, SOURCE: ARCGISFUNCTIONAL CLASSIFICATION: UNKNOWNPIN 76-A-43VIOLA HEFLIN ORNDORFF AND DAVID W. ORNDORFF DB 935 PG 1764 ZONED: B2 USE: COMMERCIAL PIN 76-A-44SHIRLEY H. KENNEY INST. 070016864ZONED: RA USE: RESIDENTIAL PIN 76-A-45 DANNY S. AUBE AND WENDY S. AUBEINST. 130010453 ZONED: RAUSE: RESIDENTIAL PIN 76-A-46 SHIRLEY HEFLIN KENNEY DB 703 PG 371 ZONED: RA USE: RESIDENTIAL PIN 76-A-53B ELMAN FBI ASSOCIATES, L.P. INST. 060017419 ZONED: M1 USE: COMMERCIALN 21°00'03" E 627.66'N 20°42'08" E 359.73'S 83°36'03" W 1 6 3 . 3 0 ' S 73°37'44" W 430.00' S 5 0 ° 3 6 ' 4 6 " E 5 3 3 . 5 7 'C1C2S 39°2 3' 1 4 " W 1 3 0. 0 0' PARCEL TWOPIN 76-A-53C WRIGHT'S RUN, L.P.DB 872 PG 545 5.5211 ACRES ZONED: M1 USE: COMMERCIAL E X . 1 2 " P V C W A T E RM A I N (OW N E D B Y F C S A ) SF SF SF SF SF SA SA W SF W W SA W W LIGHT POLE BASE (TYP) LIGHT POLE BASE (TYP)75' INACTIVE BUFFERCATEGORY "B"ZONING BUFFER(FULL SCREEN)25' ACTIVE BUFFER25' ACTIVEBUFFER25' BUILDING SETBACK 75' BUILDING SETBACK5' PARKING SETBACK 25' PARKING SETBACK3 0 ' R E B S E T B A C K ( P E R P RO F F E R ) O U T D O O R S T O R A G E P A V E D T R A V E L A N D L O A D I N G PROPOSE D T W O S T O R Y OFFICE WI T H W A R E H O U S E 12,550 S F W A R E H O U S E 6,000 S F O F F I C E / SUPPO R TDRIVE-INDOOR7 5 ' B U I L D I N G S E T B A C K SIX-FOOT-TALL OPAQUE FENCE PER §165-201.10(A) OF THE FREDERICK COUNTY ZONING ORDINANCE SIX-FOOT-TALL OPAQUE FENCE PER §165-201.10(A) OF THE FREDERICK COUNTY ZONING ORDINANCE 24. 0 0 '14.50'25' INACTIVEBUFFER5' P A R K I N G S E T B A C K CATEGORY "C"ZONING BUFFER(FULL SCREEN)PROP. 20' WIDE FREDERICK WATER EASEMENT PROP. 20' WIDE FREDERICK WATER EASEMENT SWM POND 100YR W.S.E. 709.40 709.51 (FUTURE) EX. 10' WATER ESM'T (INST. 020011075) TO BE VACATED D R I V E - I N D O O R DRIVE-INDOORD R I V E - I N D O O R L O A D I N G D O C K EDGE OF GRAVEL STORAGE AREA EDGE OF GRAVEL STORAGE AREAEDGE OF GRAVEL STORAGE AREAEDGE OF GRAVEL STORAGE AREAE DG E O F G R A V E L S TO R AG E A R E A 25' BUILDING SETBACKPROP. 20' WIDE FREDERICK WATER EASEMENT PROP. 20' WIDE FREDERICK WATER EASEMENT PROP. PEDESTRIAN EASEMENT. 5' OFF OF SIDEWALK EDGE. BOLLARDS EXISTING WETLANDS CATEGORY "B" ZONING BUFFER (FULL SCREEN) SHALL BEPROVIDED BY CONSTRUCTING THE "FULL SCREEN ZONINGBUFFER DETAIL" PROVIDED ON THIS SHEET.184.68'CATEGORY "C" ZONING BUFFER (FULL SCREEN) SHALL BE PROVIDED BY AFIFTY-FOOT STRIP OF EXISTING MATURE WOODLANDS, PER §165-203.02.A.(2).802.70'T H I S PO R T IO N O F T H E P RO F F E R E D 3 0 ' RO A DW A Y E F F I C I E N C Y B U F F E R S H A L L B E P RO V I D E D B Y A N E X I S T I NG S T R I P O F M A T U R EWOOD L A N D S P E R § 1 6 5 - 2 0 3 . 0 2 . E . ( 6 ) 3 6 5 . 1 6 ' T H I S PO R T IO N O F T H E P RO F F E R E D 3 0 ' RO A D W A Y E F F I C I E N C Y B U F F E R S H A L L B E P L A N T E D W I T H A DO U B L E ROW O F E V E RG R E E N P L A N T S 4 ' I N H E IG H T , P E R P RO F F E R # 0 0 4 - 9 7 . P L E A S E S E E S H E E T C S 6 1 0 0 FO R P RO F F E R # 0 0 4 - 9 7 . 2 0 7 . 1 4 ' PA-4 SU-2 SU-2 PA-3 SU-3 PA-3 PA-2 RE-5 RE-2 PA-1 SU-1 SU-3 RE-2 SU-1 EG-11 EG-26 PA-4 EG-9 10.00'10.00'PLANTING STRIP5.00'8.00'8.00'7.50' 5.00' 2.50' FULL SCREEN ZONING BUFFER DETAIL NOT TO SCALE BUFFER REQUIREMENTS THE BUFFER SHALL CONSIST OF A COMBINATION OF 1/3 DECIDUOUS TREES, 1/3 EVERGREEN TREES AND 1/3 SHRUBS. DECIDUOUS TREES SHALL BE PLANTED AT A MINIMUM OF ONE-AND-ONE-QUARTER-INCH CALIPER, EVERGREEN TREES SHALL BE A MINIMUM OF FOUR FEET IN HEIGHT, AND SHRUBS SHALL BE 18 INCHES IN HEIGHT AT TIME OF PLANTING. PROPOSED EVERGREEN TREE (TYP) PROPOSED SHRUB (TYP) PROPOSED DECIDUOUS TREE (TYP) EXISTING PROPERTY LINE SIX-FOOT-HIGH OPAQUE FENCE14.00'U:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS6000.dwg PLOTTED: 8/6/2024 2:11 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS6000 BYNO.DATEREVISIONSGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF14 26 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 40'80' PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHFIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCLANDSCAPING PLAN2024.05.22 LANDSCAPE CALCULATIONS: PERIMETER LANDSCAPING CALCULATIONS TOTAL IMPERVIOUS AREA 71,092 SF TREES REQUIRED @ 1 PER 2,000 SF (1ST 100K SF)36 TOTAL PERIMETER TREES REQUIRED 36 TOTAL PERIMETER TREES PROVIDED 36 LANDSCAPING NOTES: 1. NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK WATER EASEMENTS. 2. WHEN PLANTED, TREES SHALL HAVE A MINIMUM OF TWO INCH CALIPER, SIX INCHES ABOVE GRADE AND SHALL BE NO CLOSER THAN 20 FEET TO EACH OTHER. 3. ALL LANDSCAPING SHALL COMPLY WITH FREDERICK COUNTY, VA, ZONING ORDINANCE SECTION§165-202.01 D(13) AND SECTION§165-203.01 B.. 4. OWNER WILL ACCEPT FOR REVIEW, SUBSTITUTIONS FOR ALL LANDSCAPING PROVIDED THEY SATISFY APPLICABLE REGULATIONS. 5. SEE SHEET CS6100 FOR GENERAL LANDSCAPING NOTE, MAINTENANCE NOTES, AND PLANTING DETAILS. OPEN SPACE / LANDSCAPED AREA CALCULATIONS TOTAL SITE AREA 8.11 AC OPEN SPACE/GREEN SPACE REQUIRED 2.03 AC (25.00%) OPEN SPACE/GREEN SPACE PROVIDED 3.30 AC (40.69%) INTERIOR LANDSCAPING CALCULATIONS TOTAL PARKING SPACES 30 TREES REQUIRED @ 1 PER 10 PARKING SPACES 3 TOTAL INTERIOR TREES REQUIRED 3 TOTAL INTERIOR TREES PROVIED 3 PARKING AREA 16,393 SF INTERIOR LANDSCAPING REQUIRED (5% MIN.)820 SF INTERIOR LANDSCAPING PROVIDED (12.90%)2,115 GENERAL PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY TREES PA ACER GRISEUM PAPERBARK MAPLE 2" CAL @ 6" ABOVE GRADE MIN.AS SHOWN 18 RE ACER RUBRUM RED MAPLE 2" CAL @ 6" ABOVE GRADE MIN.AS SHOWN 9 SU ACER SACCHARUM SUGAR MAPLE 2" CAL @ 6" ABOVE GRADE MIN.AS SHOWN 12 EG THUJA OCCIDENTALIS 'EMERALD'AMERICAN ARBORVITAE 4' TALL MIN.AS SHOWN 46 INACTIVE PORTION OF A BUFFER 365 LF EXISTING MATURE WOODLANDS BUFFER 207 LF EVERGREEN DOUBLE ROW BUFFER U:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS6100.dwg PLOTTED: 8/6/2024 2:11 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS6100 BYNO.DATEREVISIONSGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF15 26 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 WORK PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493FIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCLANDSCAPING NOTES & DETAILS2024.05.22 LANDSCAPING GENERAL CONDITIONS: SCOPE OF WORK THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE ALL LANDSCAPE WORK AS SHOWN ON THE PLANS AND SPECIFICATIONS. NOTE: IF THE CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HE/SHE SHOULD THOROUGHLY CHECK THE PLANT LIST QUANTITIES WITH THE SYMBOLS DRAWN ON THE PLAN, TOP BE SURE THERE ARE NO DISCREPANCIES. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING AND THE LIST ON THE PLANS, THE DRAWING TAKES PRECEDENCE. STANDARDS A. ALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA). B. PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTED AND CERTIFIED BY STATE PLANT INSPECTORS. C. COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'S REPRESENTATIVE. D. NOMENCLATURE WILL BE IN ACCORDANCE WITH HORTUS III BY L.H. BAILEY. SUBSTITUTIONS: PRE-BID IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THE MATERIAL SPECIFIED BY THE ARCHITECT. THE LANDSCAPE CONTRACTOR MAY OFFER SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HER CONSIDERATION. THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IF THERE ARE KNOWN DISEASES OR INSECT RESISTANT SPECIES THAT CAN BE SUBSTITUTED FOR A SELECTED PEST-PRONE PLANT. THE CONTRACTOR SHALL SUBMIT A BASE BID AS PER PLAN PLUS PRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS. SUBSTITUTIONS: POST-BID IT IS THE INTENT TO ELIMINATE POST-BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE CONTRACT MATERIAL HAS BECOME UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE. UTILITIES AND UNDERGROUND FEATURES THE LANDSCAPE CONTRACT SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL CONTRACTOR IN ADVANCE OF CONSTRUCTION TO LOCATE UTILITIES. A. IF THERE IS A CONFLICT WITH THE UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECT SHALL BE RESPONSIBLE FOR RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANY COST DUE TO RELOCATING AFTER PLANTING SHALL BE BORNE BY THE OWNER. DRAINAGE IF PLANTS ARE TO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE PLANTS ARE INAPPROPRIATE FOR THAT CONDITION, THE LANDSCAPE CONTRACTOR SHALL BE RELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION AT A NEGOTIATED COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT TO ACCOMMODATE THE POOR DRAINAGE SITUATION. WARRANTY A. THE STANDARD WARRANTY IS FOR A ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD AND ANNUALS, COMMENCING ON THE DATE OF INITIAL ACCEPTANCE. AL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD. B. BALLED AND BURLAPPED (B&B). 1. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF NOXIOUS WEEDS. THERE SHOULD BE NO EXCESS SOIL ON TOP OF THE ROOT BALL OR AROUND THE TRUNK. 2. BALL SIZE SHALL BE IN ACCORDANCE WITH ANLA STANDARDS. 3. CALIPER AND HEIGHT MEASUREMENTS: IN SIZE GRADING B&B SINGLE-TRUNK TREES, CALIPER SHALL TAKE PRECEDENCE OVER HEIGHT. CALIPER OF THE TRUNK SHALL BE TAKEN 6" ABOVE THE GROUND LEVEL (UP TO INCLUDING 4" CALIPER SIZE) AND 12" ABOVE THE GROUND LEVEL OF LARGER TREES. FOR MULTIPLE-TRUNK TRESS, HEIGHT MEASUREMENT SHALL TAKE PRECEDENCE OVER CALIPER. C. CONTAINER-GROWN STOCK 1. THE SIZE OF CONTAINER-GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF PLANT. CONTAINER-GROWN TREES ARE MEASURED BY THE SAME STANDARDS LISTED IN B.3 ABOVE. THE ROOT SYSTEM OF CONTAINER-GROWN PLANTS SHALL BE WELL-DEVELOPED AND WELL- DISTRIBUTED THROUGHOUT THE CONTAINER. 2. ALL CONTAINER-GROWN TREES AND SHRUBS THAT HAVE CIRCLING AND MATTED ROOTS SHALL BE TREATED IN THE FOLLOWING MANNER PRIOR TO PLANTING: USING A KNIFE OR SHARP BLADE, MAKE 4-5 CUTS, 1" DEEP, THE LENGTH OF THE ROOT BALL, TO CUT ALL CIRCLING ROOTS. SEE PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS IN THIS SECTION. 3. ALL CONTAINER-GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL THEY ARE PLANTED IN THE LANDSCAPE, THE SOIL SHALL BE KEPT MOIST WITH THE EQUIVALENT OF ONE INCH OF RAINFALL PER WEEK. A. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. PRUNING DETAIL FOR TREES IN THIS SECTION. B. ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED TO KEEP MATERIAL FROM DRYING OUT. THE COVERING SHALL COMPLY WITH STATE AND LOCAL LAWS PERTAINING TO THE TRANSPORT OF MATERIALS. C. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOTBALL COVERED BY MULCH AND KEPT MOIST. TREES AND SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE THAN 24 HOURS WITHOUT ADEQUATE WATER TO INSURE ROOTS SURVIVAL. INSPECTION A. PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE AT THE PLACE OF GROWTH OR HOLDING YARD FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AS TO QUALITY, SIZE AND VARIETY. B. PLANTS DAMAGED IN HANDLING OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OR OWNER'S REPRESENTATIVE. C. STATE NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT UPON REQUEST. PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS A. REMOVE THE PLANT EITHER BY CUTTING OR INVERTING THE CONTAINER. B. FOR UNTREATED PLASTIC CONTAINER GROWN PLANTS WITH CIRCLING ROOTS, USE A SHARP KNIFE TO MAKE 1" CUTS THE LENGTH OF THE ROOTBALL. C. PLANT SHRUB TO TREE A MINIMUM OF 1/8 OF THE HEIGHT OF THE ROOTBALL ABOVE EXISTING GRADE. D. APPLY A 2 TO 3" THICK LAYER OF APPROVED MULCH. KEEP MULCH 6" AWAY FROM THE TRUNK OF ALL TREES AND SHRUBS. E. PLANTS GROWN IN ROOT CONTAINMENT BAGS MUST HAVE THE BAGS REMOVED DURING THE PLANTING OPERATION. NO ADDITIONAL SLASHING OF THE ROOTBALL IS NECESSARY. MAINTENANCE OF LANDSCAPING NOTES: 1. ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. 2. REASONABLE PROVISIONS SHALL BE MADE FOR PROTECTION FROM VEHICLES, PEDESTRIANS, OR SHOPPING CARTS. 3. DEAD OR DYING VEGETATION SHALL BE REPLACED AT DIRECTION OF ADMINISTRATOR. 4. TREES SHALL BE REPLACED AT A SIZE OF 0.5" CALIPER ABOVE 2" FOR EVERY YEAR SINCE INSTALLATION UP TO 5" CALIPER. TREE PLANTING NOT TO SCALE 3x DIAMETER OF ROOT BALL SET TRUNK PLUMB L DO NOT MULCH WITHIN 6" OF TRUNK 3" OF MULCH SLOPE SIDES OF PLANTING HOLE REMOVE BURLAP OR WIRE BASKET FROM TOP 1/3 OF ROOT BALL TAMP SOIL AROUND ROOT BALLBASE FIRMLY WITH FOOT PRESSURE TO PREVENT ROOT BALL FROMSHIFTING SECURE GUYS WITH RUBBERHOSE TO TRUNK PRUNE ONLY DAMAGED OR DEAD BRANCHES *(2) 2"x2" WOOD STAKES SET AT 180° (ALT: STEEL FENCE POSTS) C NOTES: 1.*STAKE ONLY TO PREVENT WIND TIP OR WHEN PLANTING ON STEEP SLOPES 2. REMOVE ALL TAGS AND ROPES FROM BRANCHES AND ROOT BALL. PITCH FROM C OF PLANTING AREA TYPICAL MULCH EDGING DETAIL4" MIN.MULCH LAYER TOPSOIL L PROVIDE EDGE WITH CLEAN, CRISP SEPARATIONBETWEEN MULCHED BED AND ADJACENT SURFACE CONDITIONS CUT EDGE MINIMUM 4"BELOW GRADE TO RECEIVE MULCH TURF, SIDEWALK, OR CURB 2" MIN. MULCH LAYER NOT TO SCALE SHRUB PLANTING NOT TO SCALE 3x DIAMETER OF ROOT BALL OR CONTAINER SIZE 2" OF MULCH CREATE A SAUCER SHAPE WITH MULCH TO HOLD WATER SLOPE SIDES OF PLANTING HOLE REMOVE BURLAP OR WIREBASKET FROM TOP 1/3 OF ROOT BALL TAMP SOIL AROUND ROOT BALLBASE FIRMLY TO PREVENT ROOT BALL FROM SHIFTING PRUNE ONLY DAMAGED OR DEAD BRANCHES V A . S E C . R T E . 6 4 2 T A S K E R RO A D ( S P E E D : 4 5 M P H ) ( V A R I A B L E W I D T H R /W ) ( A S P H A L T S U R F A C E )VA. SEC. RTE. 787MARCEL DRIVE (SPEED: UN-POSTED)(ASPHALT SURFACE) - ADT: 1,400, SOURCE: ARCGISFUNCTIONAL CLASSIFICATION: UNKNOWNPIN 76-A-43VIOLA HEFLIN ORNDORFF AND DAVID W. ORNDORFF DB 935 PG 1764 ZONED: B2 USE: COMMERCIAL PIN 76-A-44SHIRLEY H. KENNEY INST. 070016864ZONED: RA USE: RESIDENTIAL PIN 76-A-45 DANNY S. AUBE AND WENDY S. AUBEINST. 130010453 ZONED: RAUSE: RESIDENTIAL PIN 76-A-46 SHIRLEY HEFLIN KENNEY DB 703 PG 371 ZONED: RA USE: RESIDENTIAL PIN 76-A-53B ELMAN FBI ASSOCIATES, L.P. INST. 060017419 ZONED: M1 USE: COMMERCIALN 21°00'03" E 627.66'N 20°42'08" E 359.73'S 83°36'03" W 1 6 3 . 3 0 ' S 73°37'44" W 430.00' S 5 0 ° 3 6 ' 4 6 " E 5 3 3 . 5 7 'C1C2S 39°2 3' 1 4 " W 1 3 0. 0 0' PARCEL TWOPIN 76-A-53C WRIGHT'S RUN, L.P.DB 872 PG 545 5.5211 ACRES ZONED: M1 USE: COMMERCIAL E X . 1 2 " P V C W A T E RM A I N (OW N E D B Y F C S A ) PA-4 SU-2 SU-2 PA-3 SU-3 PA-3 PA-2 RE-5 RE-2 PA-1 SU-1 SU-3 RE-2 SU-1 EG-11 EG-26 PA-4 EG-9 SF SF SF SF SF SA SA W SF W W SA W W 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Luminaire Schedule Symbol Qty Label Arrangement Description LLF Luminaire Lumens Luminaire Watts Total Watts 3 SA Single LSI 1/MRM-LED-36L-SIL-3-40-70CRI-IL, 5SQ-B3-S11G-22.5-5BC, 25' AFG 0.900 28393 317 951 6 SF Single LSI 1/MRM-LED-36L-SIL-FT-40-70CRI-IL, 5SQ-B3-S11G-22.5-5BC, 25' AFG 0.900 24561 317 1902 5 W Single LSI XWM-FT-LED-18L-40, 18' AFG 0.900 17920 130 650 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min GRADE Illuminance Fc 0.80 13.1 0.0 N.A.N.A. LOADING Illuminance Fc 5.02 13.1 0.6 8.37 21.83 PARKING Illuminance Fc 5.26 7.6 3.3 1.59 2.30 LIGHT POLE BASE (TYP) LIGHT POLE BASE (TYP) Mounting Height 25' 25' 18' O U T D O O R S T O R A G E P A V E D T R A V E L A N D L O A D I N G PROPOSE D T W O S T O R Y OFFICE WI T H W A R E H O U S E 12,550 S F W A R E H O U S E 6,000 S F O F F I C E / SUPPO R TDRIVE-INDOORSWM POND 100YR W.S.E. 709.40 709.51 (FUTURE) PROP. RIPRAP (TYP) D R I V E - I N D O O R DRIVE-INDOORD R I V E - I N D O O R L O A D I N G D O C K EDGE OF GRAVEL STORAGE AREA EDGE OF GRAVEL STORAGE AREAEDGE OF GRAVEL STORAGE AREAEDGE OF GRAVEL STORAGE AREAE DG E O F G R A V E L S TO R AG E A R E A BOLLARDS EXISTING WETLANDS LIMITS OF CLEARING & GRADING LIMITS OF CLEARING & GRADING LIMITS OF CLEARING & GRADING LIMITS OF CLEARING & GRADING U:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS7000.dwg PLOTTED: 8/6/2024 2:12 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS7000 BYNO.DATEREVISIONSGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF16 26 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 40'80' PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHFIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCLIGHTING PLAN2024.05.22 PROPOSED LIGHTING NOTE: DEVELOPER MAY CHOOSE TO USE COMPARABLE LIGHTING TO THAT WHICH HAS BEEN PROPOSED; PROVIDED IT SATISFIES THE REQUIREMENTS SET FORTH IN §165-201.07 (OUTDOOR LIGHTING STANDARDS) IN THE FREDERICK COUNTY VA ZONING ORDINANCE. LIGHTING NOTES: 1. ALL OUTDOOR LIGHTING SHALL BE DESIGNED, SHIELDED, AIMED, LOCATED AND MAINTAINED TO SHIELD ADJACENT PROPERTIES AND SHALL BE FULL-CUTOFF FIXTURES PER (§165-201.07(B)(1). 2. ALL PORTIONS OF LIGHT POLE BASES MUST MAINTAIN A MINIMUM OF 3 FEET FROM THE FACE OF CURB OR EDGE OF PARKING / TRAVEL-WAYS. U:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS7100.dwg PLOTTED: 8/6/2024 2:12 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS7100 BYNO.DATEREVISIONSGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF17 26 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 WORK PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493FIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCLIGHTING DETAILS2024.05.22 PROPOSED LIGHTING NOTE: DEVELOPER MAY CHOOSE TO USE COMPARABLE LIGHTING TO THAT WHICH HAS BEEN PROPOSED; PROVIDED IT SATISFIES THE REQUIREMENTS SET FORTH IN §165-201.07 (OUTDOOR LIGHTING STANDARDS) IN THE FREDERICK COUNTY VA ZONING ORDINANCE. U:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS7200.dwg PLOTTED: 8/6/2024 2:12 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS7200 BYNO.DATEREVISIONSGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF18 26 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 WORK PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493FIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCLIGHTING DETAILS2024.05.22 PROPOSED LIGHTING NOTE: DEVELOPER MAY CHOOSE TO USE COMPARABLE LIGHTING TO THAT WHICH HAS BEEN PROPOSED; PROVIDED IT SATISFIES THE REQUIREMENTS SET FORTH IN §165-201.07 (OUTDOOR LIGHTING STANDARDS) IN THE FREDERICK COUNTY VA ZONING ORDINANCE. V A . S E C . R T E . 6 4 2 T A S K E R RO A D ( S P E E D : 4 5 M P H ) ( V A R I A B L E W I D T H R /W ) ( A S P H A L T S U R F A C E )VA. SEC. RTE. 787MARCEL DRIVE (SPEED: UN-POSTED)(ASPHALT SURFACE) - ADT: 1,400, SOURCE: ARCGISFUNCTIONAL CLASSIFICATION: UNKNOWNPIN 76-A-43VIOLA HEFLIN ORNDORFF AND DAVID W. ORNDORFF DB 935 PG 1764 ZONED: B2 USE: COMMERCIAL PIN 76-A-44SHIRLEY H. KENNEY INST. 070016864ZONED: RA USE: RESIDENTIAL PIN 76-A-45 DANNY S. AUBE AND WENDY S. AUBEINST. 130010453 ZONED: RAUSE: RESIDENTIAL PIN 76-A-46 SHIRLEY HEFLIN KENNEY DB 703 PG 371 ZONED: RA USE: RESIDENTIAL PIN 76-A-53B ELMAN FBI ASSOCIATES, L.P. INST. 060017419 ZONED: M1 USE: COMMERCIALN 21°00'03" E 627.66'N 20°42'08" E 359.73'S 83°36'03" W 1 6 3 . 3 0 ' S 73°37'44" W 430.00' S 5 0 ° 3 6 ' 4 6 " E 5 3 3 . 5 7 'C1C2S 39°2 3' 1 4 " W 1 3 0. 0 0' PARCEL TWOPIN 76-A-53C WRIGHT'S RUN, L.P.DB 872 PG 545 5.5211 ACRES ZONED: M1 USE: COMMERCIAL E X . 1 2 " P V C W A T E RM A I N (OW N E D B Y F C S A ) O U T D O O R S T O R A G E P A V E D T R A V E L A N D L O A D I N G OUTDOOR STORAGE AREA & CIRCULATION (21-A, RECYCLED RCC, RCA, OR SIMILAR MATERIAL) CURRENT = 3.19 ACRES POSSIBLE FUTURE = 4.07 ACRES PROPOSE D T W O S T O R Y OFFICE WI T H W A R E H O U S E 12,550 S F W A R E H O U S E 6,000 S F O F F I C E / SUPPO R TDRIVE-INDOOROUTDOOR STORAGE AREA & CIRCULATION (21-A, RECYCLED RCC, RCA, OR SIMILAR MATERIAL) CURRENT = 3.19 ACRES POSSIBLE FUTURE = 4.07 ACRES WP-2 LIMIT OF MILL & OVERLAY (SEE DETAIL ON SHEET CS9003) WARP GUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS ENTRANCE 28 0 . 2 6 '191.67'84. 1 1 ' 8 4 . 8 1 ' 30 2 . 4 7 ' PROP. 20' WIDE FREDERICK WATER EASEMENT PROP. 20' WIDE FREDERICK WATER EASEMENT SWM POND 100YR W.S.E. 709.40 709.51 (FUTURE) PROP. RIPRAP (TYP) EX. 10' WATER ESM'T (INST. 020011075) TO BE VACATED D R I V E - I N D O O R (4 ) P R O P . A C U N I T S DRIVE-INDOORD R I V E - I N D O O R L O A D I N G D O C K TRASH &RECYCLINGRECEPTACLESEDGE OF GRAVEL STORAGE AREA EDGE OF GRAVEL STORAGE AREAEDGE OF GRAVEL STORAGE AREAEDGE OF GRAVEL STORAGE AREAVDOT STANDARD CG-11 (VOLUME: LOW) (SEE DETAIL ON SHEET CS9003) E DG E O F G R A V E L S TO R AG E A R E A 6' TALL CHAIN LINKFENCE WITHOPAQUE SLATSAND OPAQUE GATE(SEE DETAIL ONSHEET CS3000)PROP. 20' WIDE FREDERICK WATER EASEMENT PROP. 20' WIDE FREDERICK WATER EASEMENT PROP. PEDESTRIAN EASEMENT. 5' OFF OF SIDEWALK EDGE. BOLLARDS 3.3 3.2 3.2A 3.1 4.1 1.0 2.0 4.0 3.0 1.2 2.1 1.1 1.3 R.1 R.2 INV. OUT = 702.75 65' - 24" RCP III @ 0.69% SEE RISER DETAIL ON SHEET CS9003 2 3 EXISTING WETLANDS A D C PROP. DEDICATED F.D.C. F.H. ASSY F.D.C. PROP. F.H. ASSY PROP. F.H. ASSY C A D D D D D D D D D D U:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS7500.dwg PLOTTED: 8/6/2024 2:13 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS7500 BYNO.DATEREVISIONSGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF19 26 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 40'80' PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHFIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCFIRE LANE MARKING & SIGNAGE PLAN2024.05.22 FIRE ACCESS NOTE: A KEY BOX SHALL BE PROVIDED IF ACCESS TO STORAGE AREA IS RESTRICTED; PURSUANT FREDERICK COUNTY, VA. GENERAL LEGISLATION § 90-4(I) "WHERE ACCESS TO OR WITHIN A STRUCTURE OR AN AREA IS RESTRICTED BECAUSE OF SECURED OPENINGS OR WHERE IMMEDIATE ACCESS IS NECESSARY FOR LIFE-SAVING OR FIRE-FIGHTING PURPOSES, THE FIRE CODE OFFICIAL IS AUTHORIZED TO REQUIRE A KEY BOX TO BE INSTALLED IN AN APPROVED LOCATION. THE KEY BOX SHALL BE OF AN APPROVED TYPE LISTED IN ACCORDANCE WITH UL 1037, AND SHALL CONTAIN KEYS OR OTHER DEVICES TO GAIN NECESSARY ACCESS AS REQUIRED BY THE FIRE CODE OFFICIAL." FIRE LANE SIGN NOTE: FIRE LANE SIGNS INSTALLED SHALL HAVE THE WORDING AS ILLUSTRATED IN APPENDIX D OF THE FREDERICK COUNTY FIRE PREVENTION CODE. STORAGE PLAN NOTE: OUTDOOR STORAGE AREAS SHALL BE WITHIN THE FREDERICK COUNTY FIRE PREVENTION CODE NOTABLY CHAPTER 28. A STORAGE PLAN MAY BE REQUIRED AT A LATER DATE DEPENDING ON MATERIALS STORED. 713 714 715 716 717 718 719 719 7 1 8 7 1 7 7167157 1 4 71 3 712 711 710 709 708 708 7 0 7 7 0 6 7 0 5 7 0 5 7 0 6 7 0 7 7 0 8 7 0 9 7 1 0 7 1 1 7 1 1 7 1 0 7 1 0 7 0 9 71171271371471571671771871471571571671671571471371271171070970870770570 6707 7 1 2 71 2 7 1 1 7 1 0 7 0 9 7 0 8 7 0 7 7 0 6 7 0 5 7 0 4 7 0 3704 7087097107117127137 1 0 711712 713 714 715 716 717 71 6 717718 7197 1 8 717716 720 719 718 717 716716 715 714 71 3 71 2 711710709708709 71071171271 5 714713712V A . S E C . R T E . 6 4 2 T A S K E R RO A D ( S P E E D : 4 5 M P H ) ( V A R I A B L E W I D T H R /W ) ( A S P H A L T S U R F A C E )VA. SEC. RTE. 787MARCEL DRIVE (SPEED: UN-POSTED)(ASPHALT SURFACE) - ADT: 1,400, SOURCE: ARCGISFUNCTIONAL CLASSIFICATION: UNKNOWNPIN 76-A-43 VIOLA HEFLIN ORNDORFFAND DAVID W. ORNDORFF DB 935 PG 1764ZONED: B2 USE: COMMERCIAL PIN 76-A-44SHIRLEY H. KENNEY INST. 070016864ZONED: RA USE: RESIDENTIAL PIN 76-A-45 DANNY S. AUBEAND WENDY S. AUBEINST. 130010453 ZONED: RAUSE: RESIDENTIAL PIN 76-A-46SHIRLEY HEFLIN KENNEY DB 703 PG 371ZONED: RAUSE: RESIDENTIAL PIN 76-A-53BELMAN FBI ASSOCIATES, L.P. INST. 060017419ZONED: M1USE: COMMERCIALN 21°00'03" E 627.66'N 20°42'08" E 359.73'S 83°36'03" W 1 6 3 . 3 0 ' S 73°37'44" W 430.00' S 5 0 ° 3 6 ' 4 6 " E 5 3 3 . 5 7 'C1C2S 39°2 3' 1 4 " W 1 3 0. 0 0' PARCEL TWOPIN 76-A-53C WRIGHT'S RUN, L.P.DB 872 PG 5455.5211 ACRES ZONED: M1 USE: COMMERCIAL POI-1 | AREAS (1, 4, & 5) TC = 26.55 MINUTES PEAK Q10 = 21.65 CFS DRAINING TO EXISTING DUAL 42" CULVERTS DRAINAGE AREA 2 DRAINS TO (PIN 76-A-53B) TOTAL AREA = 0.37 AC 70 CN AREA = 0.37 AC WEIGHTED CN = 70 TC = 5 MINUTES Q10 = 0.92 CFS DRAINAGE AREA 3 DRAINS TO (PIN 76-A-43 AND ULTIMATELY TO EX. 18" RCP) UNDETAINED TOTAL AREA = 0.45 AC 70 CN AREA = 0.45 AC WEIGHTED CN = 70 TC = 5 MINUTES Q10 = 1.12 CFS DRAINAGE AREA 4 - DISCHARGES TO OUR SITE THROUGH EX. 36" RCP PIPE (TAKEN FROM APPROVED SPECIALMADE SITE PLAN) TOTAL AREA = 3.00 AC 0.90 C AREA = 1.65 AC 0.35 CN AREA = 1.35 AC WEIGHTED C = 0.6525 I = 5.5 IN/HR TC = 10 MINUTES Q10 = 10.78 CFS DRAINAGE AREA 5 - DISCHARGES TO OUR SITE THROUGH EX. 24" RCP PIPE (TAKEN FROM APPROVED SPECIALMADE SITE PLAN) TOTAL AREA = 0.24 AC 0.90 C AREA = 0.18 AC 0.35 CN AREA = 0.06 AC WEIGHTED C = 0.7625 I = 6.8 IN/HR TC = 5 MINUTES Q10 = 1.24 CFS DRAINAGE AREA 1 DRAINS TO (EX. DUAL 42" PIPES) TOTAL AREA = 9.25 AC 98 CN AREA = 0.42 AC 70 CN AREA = 8.83 AC WEIGHTED CN = 71.00 TC = 36.91 MINUTES Q10 = 13.23 CFS 98 CN AREA 70 CN AREA POI-2 | AREAS (2) PEAK Q10 = 0.92 CFS DRAINING TO TM #76-A-53B POI-3 | AREAS (3) PEAK Q10 = 1.05 CFS DRAINING TO TM #76-A-43 A B C D TC = 26.55 MINUTES FROM A - B 100 LF - SHEET FLOW @ 3.00% OVER WOODS(LIGHT UNDER BRUSH) = 19.21 MINUTES FROM B - C 691.61 LF - SHALLOW CONCENTRATED FLOW @ 2.02% OVER UNPAVED = 5.03 MINUTES FROM C - D 177.48 LF - CHANNEL FLOW @ 2.80% OVER RANGE(NATURAL) = 2.31 MINUTES U:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS8000.dwg PLOTTED: 8/6/2024 2:13 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS8000 BYNO.DATEREVISIONSGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF20 26 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 50'100' PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHFIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCDRAINAGE DIVIDES (EXISTING CONDITION)2024.05.22 V A . S E C . R T E . 6 4 2 T A S K E R RO A D ( S P E E D : 4 5 M P H ) ( V A R I A B L E W I D T H R /W ) ( A S P H A L T S U R F A C E )VA. SEC. RTE. 787MARCEL DRIVE (SPEED: UN-POSTED)(ASPHALT SURFACE) - ADT: 1,400, SOURCE: ARCGISFUNCTIONAL CLASSIFICATION: UNKNOWNPIN 76-A-43 VIOLA HEFLIN ORNDORFFAND DAVID W. ORNDORFF DB 935 PG 1764ZONED: B2 USE: COMMERCIAL PIN 76-A-44SHIRLEY H. KENNEY INST. 070016864ZONED: RA USE: RESIDENTIAL PIN 76-A-45 DANNY S. AUBEAND WENDY S. AUBEINST. 130010453 ZONED: RAUSE: RESIDENTIAL PIN 76-A-46SHIRLEY HEFLIN KENNEY DB 703 PG 371ZONED: RAUSE: RESIDENTIAL PIN 76-A-53BELMAN FBI ASSOCIATES, L.P. INST. 060017419ZONED: M1USE: COMMERCIALN 21°00'03" E 627.66'N 20°42'08" E 359.73'S 83°36'03" W 1 6 3 . 3 0 ' S 73°37'44" W 430.00' S 5 0 ° 3 6 ' 4 6 " E 5 3 3 . 5 7 'C1C2S 39°2 3' 1 4 " W 1 3 0. 0 0' PARCEL TWOPIN 76-A-53C WRIGHT'S RUN, L.P.DB 872 PG 5455.5211 ACRES ZONED: M1 USE: COMMERCIAL 4 12 23 PROP. STOP SIGN PROP. STOP BAR WP-2 LIMIT OF MILL & OVERLAY (SEE DETAIL ON SHEET CS9003) SWM POND 100YR W.S.E. 709.40 709.51 (FUTURE) PROP. RIPRAP (TYP) EX. 10' WATER ESM'T (INST. 020011075) TO BE VACATED EDGE OF GRAVEL STORAGE AREA EDGE OF GRAVEL STORAGE AREAEDGE OF GRAVEL STORAGE AREAEDGE OF GRAVEL STORAGE AREAPROP. MONUMENT SIGN SIGN AREA: 50 SF SIGN HEIGHT: < 12' VDOT STANDARD CG-11 (VOLUME: LOW) (SEE DETAIL ON SHEET CS9003) 45' x 12' LOADIN G SPACE E DG E O F G R A V E L S T O R AG E A R E A BOLLARDS DRAINAGE AREA 1.C DRAINS TO STRC. (1.3) TOTAL AREA = 0.42 AC 98 CN AREA = 0.08 AC 74 CN AREA = 0.34 AC WEIGHTED CN = 79 TC = 5.0 MINUTES Q10 = 1.51 CFS DRAINAGE AREA 1.H DRAINS TO STRC. (3.2A) TOTAL AREA = 1.34 AC 98 CN AREA = 1.15 AC 74 CN AREA = 0.19 AC WEIGHTED CN = 95 TC = 5.0 MINUTES Q10 = 7.38 CFS DRAINAGE AREA 1.A DRAINS TO STRC. (1.1) TOTAL AREA = 0.22 AC 98 CN AREA = 0.12 AC 74 CN AREA = 0.10 AC WEIGHTED CN = 87 TC = 5.0 MINUTES Q10 = 1.02 CFS DRAINAGE AREA 1.B DRAINS TO STRC. (1.2) TOTAL AREA = 0.63 AC 98 CN AREA = 0.54 AC 74 CN AREA = 0.09 AC WEIGHTED CN = 95 TC = 5.0 MINUTES Q10 = 3.47 CFS DRAINAGE AREA 1.D DRAINS TO STRC. (2.1) TOTAL AREA = 0.07 AC 98 CN AREA = 0.06 AC 74 CN AREA = 0.01 AC WEIGHTED CN = 95 TC = 5.0 MINUTES Q10 = 0.39 CFS DRAINAGE AREA 1.E DRAINS TO STRC. (3.1) TOTAL AREA = 1.07 AC 98 CN AREA = 0.76 AC 74 CN AREA = 0.31 AC WEIGHTED CN = 91 TC = 5.0 MINUTES Q10 = 5.47 CFS DRAINAGE AREA 1.E [FUTURE] DRAINS TO STRC. (3.1) TOTAL AREA = 1.07 AC 98 CN AREA = 0.90 AC 74 CN AREA = 0.17 AC WEIGHTED CN = 94 TC = 5.0 MINUTES Q10 = 5.80 CFS DRAINAGE AREA 1.F DRAINS TO STRC. (3.2) TOTAL AREA = 1.02 AC 98 CN AREA = 0.35 AC 74 CN AREA = 0.67 AC WEIGHTED CN = 86 TC = 5.0 MINUTES Q10 = 4.06 CFS DRAINAGE AREA 1.F [FUTURE] DRAINS TO STRC. (3.2) TOTAL AREA = 1.02 AC 98 CN AREA = 0.53 AC 74 CN AREA = 0.49 AC WEIGHTED CN = 86 TC = 5.0 MINUTES Q10 = 4.59 CFS DRAINAGE AREA 1.G DRAINS TO STRC. (3.3) TOTAL AREA = 1.73 AC 98 CN AREA = 0.68 AC 74 CN AREA = 1.05 AC WEIGHTED CN = 83 TC = 5.0 MINUTES Q10 = 7.11 CFS DRAINAGE AREA 1.G [FUTURE] DRAINS TO STRC. (3.3) TOTAL AREA = 1.73 AC 98 CN AREA = 1.03 AC 74 CN AREA = 0.70 AC WEIGHTED CN = 88 TC = 5.0 MINUTES Q10 = 8.23 CFS DRAINAGE AREA 1.I DRAINS TO STRC. (4.1) TOTAL AREA = 1.28 AC 98 CN AREA = 0.92 AC 74 CN AREA = 0.36 AC WEIGHTED CN = 91 TC = 5.0 MINUTES Q10 = 6.55 CFS DRAINAGE AREA 1.I [FUTURE] DRAINS TO STRC. (4.1) TOTAL AREA = 1.28 AC 98 CN AREA = 1.09 AC 74 CN AREA = 0.19 AC WEIGHTED CN = 94 TC = 5.0 MINUTES Q10 = 6.94 CFS DRAINAGE AREA 1.J DRAINS TO (CURB CUT) TOTAL AREA = 0.18 AC 98 CN AREA = 0.14 AC 74 CN AREA = 0.04 AC WEIGHTED CN = 93 TC = 5.0 MINUTES Q10 = 0.96 CFS DRAINAGE AREA 4 - DISCHARGES TO OUR SITE THROUGH EX. 36" RCP PIPE (TAKEN FROM APPROVED SPECIALMADE SITE PLAN) TOTAL AREA = 3.00 AC 0.90 C AREA = 1.65 AC 0.35 CN AREA = 1.35 AC WEIGHTED C = 0.6525 I = 5.5 IN/HR TC = 10 MINUTES Q10 = 10.78 CFS DRAINAGE AREA 1.K SHEET FLOW TO (DETENTION POND) TOTAL AREA = 1.30 AC 98 CN AREA = 0.35 AC 74 CN AREA = 0.95 AC WEIGHTED CN = 80 TC = 5.0 MINUTES Q10 = 4.83 CFS DRAINAGE AREA 1.L COMBINED WITH DRAINAGE AREA 1.M AS PART OF REVISION 2 OF THIS PLAN. DRAINAGE AREA 1.M DRAINS TO (EX. DUAL 42" RCP PIPES) UNDETAINED TOTAL AREA = 0.92 AC 98 CN AREA = 0.30 AC 74 CN AREA = 0.62 AC WEIGHTED CN = 82 TC = 5.0 MINUTES Q10 = 3.66 CFS DRAINAGE AREA 3.A DRAINS TO (PIN 76-A-43 AND ULTIMATELY TO EX. 18" RCP) UNDETAINED TOTAL AREA = 0.22 AC 98 CN AREA = 0.00 AC 74 CN AREA = 0.22 AC WEIGHTED CN = 74 TC = 5.0 MINUTES Q10 = 0.65 CFS DRAINAGE AREA 3.A [FUTURE] DRAINS TO (PIN 76-A-43 AND ULTIMATELY TO EX. 18" RCP) UNDETAINED TOTAL AREA = 0.22 AC 98 CN AREA = 0.03 AC 74 CN AREA = 0.19 AC WEIGHTED CN = 77 TC = 5.0 MINUTES Q10 = 0.73 CFS DRAINAGE AREA 3.B DRAINS TO (EX. 18" RCP PIPE) UNDETAINED TOTAL AREA = 0.01 AC 98 CN AREA = 0.00 AC 74 CN AREA = 0.01 AC WEIGHTED CN = 74 TC = 5.0 MINUTES Q10 = 0.03 CFS DRAINAGE AREA 2 DRAINS TO (PIN 76-A-53B) UNDETAINED TOTAL AREA = 0.04 AC 98 CN AREA = 0.00 AC 74 CN AREA = 0.04 AC WEIGHTED CN = 74 TC = 5.0 MINUTES Q10 = 0.12 CFS DRAINAGE AREA 5 - DISCHARGES TO OUR SITE THROUGH EX. 24" RCP PIPE (TAKEN FROM APPROVED SPECIALMADE SITE PLAN) TOTAL AREA = 0.24 AC 0.90 C AREA = 0.18 AC 0.35 CN AREA = 0.06 AC WEIGHTED C = 0.7625 I = 6.8 IN/HR TC = 5 MINUTES Q10 = 1.24 CFS 98 CN AREA 98 CN AREA [FUTURE] 74 CN AREA [FUTURE] POI-1 | AREAS (1.A, 1.B, 1.C, 1.D, 1.E, 1.F, 1.G, 1.H, 1.I, 1.J, 1.K, 4, 5 ROUTED THROUGH POND) & (1.M) PEAK Q10 = 7.86 CFS PEAK Q10 = 10.13 CFS [FUTURE] DRAINING TO EXISTING DUAL 42" CULVERTS POI-2 | AREAS (2) PEAK Q10 = 0.12 CFS DRAINING TO TM #76-A-53B POI-3 | AREAS (3.A & 3.B) PEAK Q10 = 0.68 CFS PEAK Q10 = 0.76 CFS [FUTURE] DRAINING TO TM #76-A-43 3.3 3.2 3.2A 3.1 4.1 1.0 2.0 4.0 3.0 1.2 2.1 1.1 1.3 R.1 R.2 U:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS8100.dwg PLOTTED: 8/6/2024 2:14 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS8100 BYNO.DATEREVISIONSGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF21 26 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 50'100' PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHFIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCDRAINAGE DIVIDES (DEVELOPED CONDITION)2024.05.22 U:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS9000.dwg PLOTTED: 8/6/2024 2:14 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS9000 BYNO.DATEREVISIONSGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF22 26 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 WORK PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493FIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCPRIVATE - GRINDER PUMP DETAILS2024.05.22 GRINDER PUMP NOTE: E/ONE EXTREME SERIES (DH152) OR COMPARABLE TO BE USED AT DEVELOPER'S DISCRETION. U:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS9001.dwg PLOTTED: 8/6/2024 2:15 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS9001 BYNO.DATEREVISIONSGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF23 26 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 WORK PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493FIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCSTORM SEWER DETAILS2024.05.22 U:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS9002.dwg PLOTTED: 8/6/2024 2:15 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS9002 BYNO.DATEREVISIONSGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF24 26 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 WORK PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493FIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCWATER & SANITARY SEWER DETAILS2024.05.22 U:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS9002A.dwg PLOTTED: 8/6/2024 2:15 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS9002ABYNO.DATEREVISIONSGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF24A 26 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 WORK PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493FIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCWATER & SANITARY SEWER DETAILS2024.05.22 U:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS9003.dwg PLOTTED: 8/6/2024 2:16 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS9003 BYNO.DATEREVISIONSGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF25 26 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 WORK PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493FIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCSITE DETAILS2024.05.22 HANDICAP SIGN DETAIL NOT TO SCALE NOT TO SCALE STOP SIGN - DETAIL7"2'-0"6"13"4"6"1":1' (NOT BE USED ON VDOT RIGHT-OF-WAY) CG-6R-REVERSE GUTTER NOT TO SCALE 10 YR. W.S.E. = 708.23' 2 YR. W.S.E. = 707.08' 1 YR. W.S.E. = 706.48' MIN. 0.50% SLOPE 12" THICK STEEL PLATE (DIA = Dr / 4) TRASH RACK PRECAST RISER SEGMENT WITH FLAT TOP 703.25' = 7" ORIFICE INV. DEBRIS PLATE & CAGE (SEE StormRax DETAIL, ON SHEET CS9003) (TO BE BLOCKED DURING E&S PHASE) PROVIDE 6.67' DIAMETER BY 8" THICK CONCRETE FOOTINGDr = 4' SECTION A - A ELEVATION8"2.40'INV. OUT = 703.20' WATER TIGHT CONNECTION 24" RCP CLIII 6" x 8" x 14" GALVANIZED PLATE (4 AT EACH JOINT BOLTED TO RISER) 3:1 SIDE SLOPTES 100 YR. W.S.E. = 709.49' 15' WIDE CL A1 DRY RIPRAP ARMORED EMERGENCY SPILLWAY DRY POND SWM/RISER STRUCTURE PRECAST CIRCULAR RISER FOR USE WITH DRY POND NOT TO SCALE Dr / 22' MIN'24" 48" DIA.7.20'ELEV. = 700.80' NOTE: TRASH RACK BAR SPACING 2" (MIN.) - 1' (MAX.) (MIN. 2" BAR SPACING - DOES NOT APPLY TO REAR APEX) LOCKABLE ACCESS DOOR (DO NOT WELD ACCESS DOOR TO STEEL RING) ANTI-VORTEX PLATE 14" STEEL SPOT WELD REBAR 1' - 0" (TYP.) TRASH RACK DETAIL A A TOP ELEV. = 708.00 EMERGENCY SPILLWAY ELEV. = 709.50' TOP OF DAM ELEV. = 711.51' 7"CONCRETEGROUT7" ORIFICE INV = 703.25' (TO BE BLOCKED DURING E&S PHASE) 10" DEWATERING ORIFICE FOR SEDIMENT BASIN INV = 707.00 (TO BE CLOSED PERMANENTLY AFTER SITE IS STABILIZED) 707.87 U:\Accounts\GMHOL\GMHOL22002 - FNS Site Plan\DESIGN\_SHEETS\Site Plan\CS9500.dwg PLOTTED: 8/6/2024 2:16 PM, BY: Britney Ford PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: APPROVED PERMIT DRAWINGS CS9500 BYNO.DATEREVISIONSGMHOL22002 AS SHOWN KDR 2023-02-21 MMA SHEET APPROVED BY OF26 26 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 WORK PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493FIBEROPTIC NETWORK SERVICESMARCEL DRIVEWINCHESTER, VIRGINIA 226028610 VIRGINIA MEADOWS DRMANASSAS, VA 20109MARCEL DR PROPERTY LLCMOT PLAN2024.05.22