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HomeMy WebLinkAbout05-21 Site Plan© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS SITEUS ROUTE 11MILL L A N E MU S K E T DRI V E U:\Accounts\A1ASL\A1ASL20001 - Car Lot Storage, TM PCL 75-A-11A\DESIGN\_SHEETS\Site Plan\CS0000.dwg PLOTTED: 1/20/2022 11:00 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS0000 BYNO.DATEREVISIONSMUSKET DRIVE CAR STORAGEVALLEY PIKEWINCHESTER, VIRGINIA3880 VALLEY PIKEWINCHESTER, VIRGINIA 22602ADAM GHALI OF PRESTIGE G. LLCCOVER SHEETA1ASL20001 AS SHOWN KDR 2021-01-20 MMA SHEET APPROVED BY OF1 21 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: DEVELOPER ADAM GHALI OF PRESTIGE G. LLC 3880 VALLEY PIKE WINCHESTER, VIRGINIA 22602 (540) 686-7845 MUSKET DRIVE CAR STORAGE   SITE PLAN #05-21   FREDERICK COUNTY, VIRGINIA ORIG SUBMISSION DATE: MARCH 29TH, 2021 REVISED SUBMISSION DATE: AUGUST 13TH, 2021 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 08-13-2021 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR01-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR APPROVED PERMIT DRAWINGS 08-08-2021PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493LOCAL UTILITIES UTILITIES IN FREDERICK COUNTY ARE OFFERED BY VARIOUS AGENCIES AND COMPANIES. THIS LIST IS FOR REFERENCE ONLY AND DOES NOT CONSTITUTE AN ENDORSEMENT OR RECOMMENDATION OF ONE SERVICE PROVIDER OVER ANOTHER. FOR A LARGER LIST OF PROVIDERS, PLEASE VISIT https://www.fcva.us/live/utilities FREDERICK WATER (WATER & SEWER) 315 TASKER ROAD STEPHENS CITY VA 22655 (540) 868-1061 SHENANDOAH VALLEY ELECTRIC COOPERATIVE 3463 VALLEY PIKE WINCHESTER, VIRGINIA 22601 (540) 450-0111 VERIZON 404 HILLANDALE LANE WINCHESTER, VIRGINIA 22602 (540) 665-3156 COMCAST COMMUNICATIONS 2504 S. PLEASANT VALLEY ROAD WINCHESTER, VA 22601 (800) 934-6489 WASHINGTON GAS 350 HILLANDALE LANE WINCHESTER, VIRGINIA 22602 (540) 869-1111 Sheet List Table Sheet Number Sheet Title 1 Cover Sheet 2 Notes & Legend 3 Existing Conditions & Demolition Plan 4 Erosion & Sediment Control Narrative 5 Erosion & Sediment Control Plan - Phase I 6 Erosion & Sediment Control Plan - Phase II 7 Erosion & Sediment Control Details 8 Dimensional Plan 8a Fire Lane Striping & Signage Plan 9 Phase 2 - Future Improvements 10 Grading Plan 10a RT-11 Typical Sections 11 Utility Plan 12 Drainage Divides, Cover Types, Curve Numbers (Pre-Development) 13 Drainage Divides, Cover Types, Curve Numbers (Post-Development) 14 Stormwater Management Plan, Cross Section, & Details 15 Landscaping Plan 15a Landscaping Details 16 Site Details 17 Site Details 17a Site Details 18 Sight Distance Profile, Entrance Profile, MOT Plan 19 Lighting Plan 20 Lighting Details 21 Lighting Details BACK CREEK DISTRICTOWNER BORDEN REAL ESTATE U:\Accounts\A1ASL\A1ASL20001 - Car Lot Storage, TM PCL 75-A-11A\DESIGN\_SHEETS\Site Plan\CS0001.dwg PLOTTED: 1/20/2022 11:00 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS0001 BYNO.DATEREVISIONSA1ASL20001 AS SHOWN KDR 2021-01-20 MMA SHEET APPROVED BY OF2 21 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 WORKMUSKET DRIVE CAR STORAGEVALLEY PIKEWINCHESTER, VIRGINIA3880 VALLEY PIKEWINCHESTER, VIRGINIA 22602ADAM GHALI OF PRESTIGE G. LLCPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.049308-08-2021 08-13-2021 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR01-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR APPROVED PERMIT DRAWINGS 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 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. 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. 13. ALL FIRE HYDRANTS SHALL CONFORM TO THE FREDERICK COUNTY SANITATION SPECIFICATIONS PART III PARAGRAPH 5. 14. 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. 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. 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 ................ VALLEY PIKE / MUSKET DRIVE 170006451 2.0227 AC. INSTRUMENT # SITE DEVELOPMENT SUMMARY SITE ADDRESS CURRENT USE PROPOSED USE TOTAL PROJECT DISTURBED AREA VACANT B3EXISTING ZONING PROJECT AREA 2.7200 AC. BUILDING SETBACKS FRONT 35' REQUIRED PROVIDED N/A SIDE 15'N/A REAR 15 N/A BUILDING HEIGHT 35' ALLOWED PROPOSED PARKING SCHEDULE 0.0000 AC.OFF-SITE DISTURBED AREA 2.4239 AC.ON-SITE DISTURBED AREA 30,529 SF. (0.7008 AC.)TOTAL PROJECT NEW IMPERVIOUS AREA 1,588 SF. (0.0365 AC.) POST-DEV ON-SITE IMPERVIOUS AREA FLOOD PLAIN FEMA FLOOD MAP # 51069C0330E eff. 1/29/2021 ZONE: X AREA OF MINIMAL FLOOD HAZARD 75A-1-11APIN NUMBER AUTOMOTIVE DEALER (SIC 55) N/A CORNER SIDE 50'N/A PRE-DEV ON-SITE IMPERVIOUS AREA 32,117 SF. (0.7373 AC.) NO PARKING REQUIRED - SITE SHALL BE USED FOR VEHICLE DISPLAY ONLY - NO SALES AT THIS LOCATION NO LOADING SPACES REQUIRED. LOADING SPACES NOTES & LEGENDBACK CREEK DISTRICTFLOOR AREA RATIO TOTAL SITE AREA TOTAL BUILDING FLOOR AREA 2.7200 / 0.0000 = 0.0000% 2.7200 AC. 0.0000 AC. OPEN SPACE / LANDSCAPED AREA CALCULATIONS PROVIDED ON SHEET CS6000. OPEN SPACE / LANDSCAPED AREA CALCULATION EXISTING SIGN AGREEMENT: INST. 040009771 SIGNAGE NO NEW SIGNS PROPOSED EXISTING SIGN DIMENSIONS: +/- 23.5 H x +/-10.5 W 2 TRUCK TRIPS PER WEEK 5 CAR TRIPS PER DAY TRIP GENERATION DATA GLM 15" CMP TRB THH RIM (728.40)OUT (720.70) PIN 75-A-11APARCEL I-A1BORDEN REAL ESTATE, LLCINST. 1700064512.720 ACRESZONED: B3 PIN 75-A-11KPARCEL I-A2BORDEN REAL ESTATE, LLCINST. 170006451ZONED: B3USE: COMMERCIAL U.S. ROUTE 11 - VALLEY PIKE (80' R/W)45 MPH POSTED (ASPHALT SURFACE) CO N C . P A D N 28°47'29" E 393.49'S 61°12'23" E 291.26'S 28°47'29" W 376.40'N 66°41'10" W 304.65'INV. (718.34)(DESTROYED)INV. (718.03)MUSKET DRIVE - RT 1090AADT = 790(50' R/W - DB 628 PG 152)SPEED LIMIT UNPOSTED(SIZE UNKNOWN)6" SAN. FORCE MAIN (APPROX.)PIN 75-A-21STEPHEN DUBOISBRIM, ET ALSINST. 100005743ZONED: RAUSE: RESIDENTIAL PIN 75-A-22ROBERT W. CLAYTORDB 881 PG 1254ZONED: RAUSE: RESIDENTIAL (SIZE UNKOWN) PIN 75-A-11ELYLE P. STROSNYDER, INC.DB 699 PG 297ZONED: B3USE: COMMERCIAL PIN 75-A-11GK & J INVESTMENTS, LCDB 790 PG 180ZONED: B3USE: COMMERCIALNO WATERLINEESMT. RECORDED(TO BE CREATED ANDRECORDED PRIOR TOSEWER LATERALCONNECTION) BOARD FENCE WIRE FENCE CHAIN LINK FENCEWIRE FENCEGRAVELASPHALT PARKING LOT WPP GA GA GA GA WPP WPP WPP WPP WPP R/W OF UNSPECIFIED WIDTH DB 201 PG 93 R/W OF UNSPECIFIED WIDTHDB 178 PG 314 EDGE OF PAVEMENT N 73°47'29" E16.97 ' EX. SIGN AGREEMENT INST. 040009761 SIGN MSP MB MB WP RIM (728.39)IN (720.19) OUT (720.09) FH WV WV WV WV WV WV EX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENTREPLACE EXISTING 15" CMPPIPE MATCH EXISTINGINVERTS & PROVIDE POSITIVE DRAINAGE INV. (713.58)15" CMPINV. (715.54)INV. (725.28)INV. (724.35) VA. SEC. RTE. 798 - MILL LANE (30' PRESCRIPTIVE ESM'T)15'15' 729 729729728 729 729 729 729 728 727 727 727 728 7287 2 9 7307 3 1 730729729729730 7 2 8 727 72 672 5 729 730 727 726725724723722721 72 4 72 3 7 2 2721 72 0 719720 721 722 723 724 725 726 727 7287297 2 9 7297 2 8 727 726 725 72 8 7287277 2 8728728729729729 729729729SOILS MAP U N I T SYMBOL: 32 B SOILS MAP U N I T SYMBOL: 6C U:\Accounts\A1ASL\A1ASL20001 - Car Lot Storage, TM PCL 75-A-11A\DESIGN\_SHEETS\Site Plan\CS1000.dwg PLOTTED: 1/20/2022 11:00 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS1000 BYNO.DATEREVISIONSA1ASL20001 AS SHOWN KDR 2021-01-20 MMA SHEET APPROVED BY OF3 21 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 20'40' NORT H MUSKET DRIVE CAR STORAGEVALLEY PIKEWINCHESTER, VIRGINIA3880 VALLEY PIKEWINCHESTER, VIRGINIA 22602ADAM GHALI OF PRESTIGE G. LLCPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.049308-08-2021 08-13-2021 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR01-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR APPROVED PERMIT DRAWINGS EXISTING CONDITIONS & DEMOLITION PLANBACK CREEK DISTRICTUNIT SYMBOL UNIT NAME SLOPES HYDROLOGIC SOIL GROUP RUNOFF/EROSION POTENTIAL 6C CARBO-OAKLET, VERY ROCKY SILT LOAMS 2% - 15%D VERY HIGH ON-SITE SOILS DATA 32B OAKLET, SILT LOAM 2% - 7%C HIGH U:\Accounts\A1ASL\A1ASL20001 - Car Lot Storage, TM PCL 75-A-11A\DESIGN\_SHEETS\Site Plan\CS2000.dwg PLOTTED: 1/20/2022 11:00 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS2000 BYNO.DATEREVISIONSA1ASL20001 AS SHOWN KDR 2021-01-20 MMA SHEET APPROVED BY OF4 21 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 WORKMUSKET DRIVE CAR STORAGEVALLEY PIKEWINCHESTER, VIRGINIA3880 VALLEY PIKEWINCHESTER, VIRGINIA 22602ADAM GHALI OF PRESTIGE G. LLCPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.049308-08-2021 08-13-2021 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR01-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR APPROVED PERMIT DRAWINGS 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. 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 A SMALL PARKING LOT AREA FOR AUTO SALES WITH A STORM WATER MANAGEMENT POND. 2.42 ACRES WILL BE DISTURBED DURING THE CONSTRUCTION OF THIS PROJECT. EXISTING SITE CONDITIONS THE EXISTING SITE AREA IS 2.72 ACRES OF VACANT GRASSLAND. SLOPES RANGE FROM 1% TO 7%. ADJACENT PROPERTY ROUTE 11 BORDERS THE PROPERTY TO THE NW, MUSKET DRIVE TO THE NE, MILL LANE TO THE SW AND A COMMERCIAL PROPERTY TO THE SE. OFF-SITE AREAS NO WORK BEING PERFORMED OFF-SITE EXCEPT A PIPE REPLACEMENT AT THE ENTRANCE OF THE SITE AND REPLACEMENT OF EXISTING CRUSHED PIPE UNDER THE ENTRANCE OF MILL LANE. SOILS AND GEOLOGY SEE SHEET 5 (CS2100) AND SHEET 12 (CS4000). 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, SEDIMENT TRAP, 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) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. THE SEDIMENT TRAP (3.13) SHALL BE INSTALLED AT THE LOCATION SHOWN ON THE EROSION & SEDIMENT CONTROL PLAN - PHASE 1, BEFORE ANY LAND DISTURBING ACTIVITIES NOT ASSOCIATED WITH THE INSTALLATION OF THE CONSTRUCTION ENTRANCE OR SILT FENCE SHOWN ON THE PLANS. 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. 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.EROSION & SEDIMENT CONTROL NARRATIVEBACK CREEK DISTRICT 15" CMP PIN 75-A-11APARCEL I-A1BORDEN REAL ESTATE, LLCINST. 1700064512.720 ACRESZONED: B3 PIN 75-A-11KPARCEL I-A2BORDEN REAL ESTATE, LLCINST. 170006451ZONED: B3USE: COMMERCIAL U.S. ROUTE 11 - VALLEY PIKE (80' R/W)45 MPH POSTED CO N C . P A D N 28°47'29" E 393.49'S 61°12'23" E 291.26'S 28°47'29" W 376.40'N 66°41'10" W 304.65'INV. (718.34)(DESTROYED)INV. (718.03)MUSKET DRIVE - RT 1090AADT = 790(50' R/W - DB 628 PG 152)SPEED LIMIT UNPOSTEDPIN 75-A-21STEPHEN DUBOISBRIM, ET ALSINST. 100005743ZONED: RAUSE: RESIDENTIAL PIN 75-A-22ROBERT W. CLAYTORDB 881 PG 1254ZONED: RAUSE: RESIDENTIAL PIN 75-A-11ELYLE P. STROSNYDER, INC.DB 699 PG 297ZONED: B3USE: COMMERCIAL PIN 75-A-11GK & J INVESTMENTS, LCDB 790 PG 180ZONED: B3USE: COMMERCIAL WPP GA GA GA GA WPP WPP WPP WPP WPP R/W OF UNSPECIFIED WIDTH DB 201 PG 93 R/W OF UNSPECIFIED WIDTH DB 178 PG 314 N 73°47'29" E16.97'EX. SIGN AGREEMENT INST. 040009761 SIGN EX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENTREPLACE EXISTING 15" CMP PIPE MATCH EXISTINGINVERTS & PROVIDE POSITIVE DRAINAGE15" CMPINV. (715.54)INV. (725.28)INV. (724.35) VA. SEC. RTE. 798 - MILL LANE (30' PRESCRIPTIVE ESM'T)15'15' 729 729729728 729 729 729 729 728 727 727 727 728 7287 2 9 7307 3 1 730729729729730 7 2 8 727 72 672 5 729 730 727 726725724723722721 72 4 72 3 7 2 2721 72 0 719720 721 722 723 724 725 726 727 7287297 2 9 7297 2 8 727 726 725 72 8 7287277 2 8728728729729729 729729729SOILS MAP U N I T SYMBOL: 32 B SOILS MAP U N I T SYMBOL: 6C LIMITS OFCLEARING & GRADING LIMITS OF CLEARING &GRADING LIMITS OF CLEARING & GRADING LIMITS OF CLEARING &GRADING LIMITS OF CLEARING &GRADING LIMITS OF CLEARING &GRADING SF SF SF SF SF SFSF SF SF SF SF CE WITH WASH RACK CIP OP SF ST TS TS TS TS TS TS 24 74TD 24 74TD 23 67SPL 23 67SPL 24 74TD 18 65INV 24 66 24 66 24 74TD 24 66 24 66 24 66TD 24 66TD 24 66 24 66 OP 4" ORIFICE IN RISER SHALL BE PLUGGED UNTIL FINAL CONVERSION FROM SEDIMENT TRAP TO DETENTION POND 24 74HP 24 74HP 24 74HP 24 74HP 25 00HP IT IS THE INTENTION OF THIS PLAN TO ULTIMATELY DIVERT STORMWATER RUNOFF FROM THE ROADSIDE DITCH ALONG THE EASTERN SIDE OF VALLEY PIKE (U.S. ROUTE 11) INTO THE PROPOSED SEDIMENT TRAP AND SWM FACILITY. THIS DIVERSION MUST OCCUR PRIOR TO ANY GRADING OR CONSTRUCTION WITHIN THE ORIGINAL ROADSIDE DITCH AREA. SEE THE E&S PHASE 2 PLAN FOR ADDITIONAL INFORMATION. 34' OF 18"RCP CL III @ 0.77%40' LENGTH INCLDG STRCS 1.0 1.1 72 8 72 7 727726726720 725 722 723 723 723722721721722723720720720 729.26 7 2 9 . 3 3 720.20 727.28 A B CTOTAL TC = 20.06 MIN. F R OM A - B 1 0 0 ' O F S H E E T F L OW @ 1 . 2 9% = 1 7 . 9 0 T C F R OM B - C 3 4 3 ' O F S H A L L OW C O N C E N T R A T E D F L OW @ 2 . 6 7% = 2 . 1 6 T C COMBINED AREA TO EX. PIPE TOTAL AREA = 2.660 AC. DA-(A) D SOIL - 0.610 AC C SOIL - 1.450 AC DA-(B) IMPERV - 0.193 AC D SOIL - 0.212 AC DA-(C) IMPERV - 0.050 AC D SOIL - 0.036 AC C SOIL - 0.109 AC WEIGHTED CN = 78.13 COMBINED Q10 = 6.00 CFS DA TO SEDIMENT TRAP / POND TOTAL AREA = 2.060 AC. D SOIL - 0.610 @ 80 CN C SOIL - 1.450 @ 74 CN WEIGHTED CN = 75.78 TC = 5 MIN. Q10 = 4.48 CFS U:\Accounts\A1ASL\A1ASL20001 - Car Lot Storage, TM PCL 75-A-11A\DESIGN\_SHEETS\Site Plan\CS2100.dwg PLOTTED: 1/20/2022 11:01 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS2100 BYNO.DATEREVISIONSA1ASL20001 AS SHOWN KDR 2021-01-20 MMA SHEET APPROVED BY OF5 21 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 20'40' NORT H MUSKET DRIVE CAR STORAGEVALLEY PIKEWINCHESTER, VIRGINIA3880 VALLEY PIKEWINCHESTER, VIRGINIA 22602ADAM GHALI OF PRESTIGE G. LLCPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.049308-08-2021 08-13-2021 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR01-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR APPROVED PERMIT DRAWINGS EROSION AND SEDIMENT CONTROL LEGEND NO.TITLE KEY SYMBOL 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE CE 3.05 SILT FENCE SF DRAINAGE DIVIDES 3.13 TEMPORARY SEDIMENT TRAP ST ST-1 3.31 TEMPORARY SEEDING TS TS 3.08 CULVERT INLET PROTECTION CIP 3.18 OUTLET PROTECTION OP EROSION & SEDIMENT CONTROL PLAN - PHASE IBACK CREEK DISTRICTSPOT SHOT ABBREVIATIONS EP = EDGE OF PAVEMENT FL = FLOW LINE INV = INVERT SPL = SPILLWAY TD = TOP OF DAM Table 3.13 Sediment Trap Key Design Aspects Trap Number ST Type (stone weir/pipe)stone Drainage area 2.06 Ac. Wet Storage Req 141 CY Wet Storage Prov 309 CY Dry Storage Req 141 CY Dry Storage Prov 556 CY Weir Width 15.00' Pipe Diameter N/A Weir/Pipe Elevations 723.67 Storage Depth 4.25 Cleanout Ele 72300.00 Embankment ele 724.67 Trap Bottom Ele 720.00 15" CMP PIN 75-A-11APARCEL I-A1BORDEN REAL ESTATE, LLCINST. 1700064512.720 ACRESZONED: B3 PIN 75-A-11KPARCEL I-A2BORDEN REAL ESTATE, LLCINST. 170006451ZONED: B3USE: COMMERCIAL U.S. ROUTE 11 - VALLEY PIKE (80' R/W)45 MPH POSTED CO N C . P A D N 28°47'29" E 393.49'S 61°12'23" E 291.26'S 28°47'29" W 376.40'N 66°41'10" W 304.65'INV. (718.34)(DESTROYED)INV. (718.03)MUSKET DRIVE - RT 1090AADT = 790(50' R/W - DB 628 PG 152)SPEED LIMIT UNPOSTEDPIN 75-A-21STEPHEN DUBOISBRIM, ET ALSINST. 100005743ZONED: RAUSE: RESIDENTIAL PIN 75-A-22ROBERT W. CLAYTORDB 881 PG 1254ZONED: RAUSE: RESIDENTIAL PIN 75-A-11ELYLE P. STROSNYDER, INC.DB 699 PG 297ZONED: B3USE: COMMERCIAL PIN 75-A-11GK & J INVESTMENTS, LCDB 790 PG 180ZONED: B3USE: COMMERCIAL WPP GA GA GA GA WPP WPP WPP WPP WPP R/W OF UNSPECIFIED WIDTH DB 201 PG 93 R/W OF UNSPECIFIED WIDTH DB 178 PG 314 N 73°47'29" E16.97'EX. SIGN AGREEMENT INST. 040009761 EX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENTREPLACE EXISTING 15" CMP PIPE MATCH EXISTINGINVERTS & PROVIDE POSITIVE DRAINAGE15" CMPINV. (715.54)INV. (725.28)INV. (724.35) VA. SEC. RTE. 798 - MILL LANE (30' PRESCRIPTIVE ESM'T)15'15' 729 729729728 729 729 729 729 728 727 727 727 728 7287 2 9 7307 3 1 730729729729730 7 2 8 727 72 672 5 729 730 727 726725724723722721 72 4 72 3 7 2 2721 72 0 719720 721 722 723 724 725 726 727 7287297 2 9 7297 2 8 727 726 725 72 8 7287277 2 8728728729729729 729729729EX. POWER POLE SHALL BE STABILIZED PRIOR TO PONDCONSTRUCTION. CONTRACTOR SHALL COORDINATE GUIDEANCHOR RELOCATION WITH POWER COMPANY.PROP. EOPPROP. EOPEX. POWER POLE SHALL BESTABILIZED PRIOR TO GRADING & TRAIL CONSTRUCTION. CONTRACTORSHALL COORDINATE POSSIBLE POLE RELOCATION WITH POWER COMPANY. RELOCATE EX. ELEC. SERVICE TO EX. SIGN AS NECESSARY. PROP. CG-12BPROP. EOP LIMITS OFCLEARING & GRADING LIMITS OF CLEARING &GRADING LIMITS OF CLEARING & GRADING LIMITS OF CLEARING &GRADING LIMITS OF CLEARING &GRADING LIMITS OF CLEARING &GRADING 34' OF 18"RCP CL III @ 0.77%40' LENGTH INCLDG STRCS 170' OF 18"Hx12"V CL IV RCP @ 0.50% 1.0 1.1 2.0 2.1 3.0 3.1 48' OF 8" HDPE @ 0.74% 4.1 4.0 38' OF 8" HDPE @ 0.50% 728728 7 2 9 728728728 7 2 6 72 8 72 7 727726726720 725 725 728728728727722 723 723 723722721721722723720720720 729.26 7 2 9 . 3 3 720.20 727.28 SF SF SF SF SF SFSF SF SF SF SF CE WITH WASH RACK CIP OP SF ST 24 74TD 24 74TD 23 67SPL 23 67SPL 24 74TD 18 65INV 24 66 24 66 24 74TD 24 66 24 66 24 66TD 24 66TD 24 66 24 66 OP 24 74HP 24 74HP 24 74HP 24 74HP 25 00HP PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS SEDIMENT TRAP SHALL BE CONVERTED TO FINAL POND DESIGN UPON STABILIZATION OF ENTIRE SITE. OP CIP CIP CIP OP OP DA TO STRM 2.1 TOTAL AREA = 0.140 AC. IMPERV - 0.056 AC @ 98 CN D SOIL - 0.017 AC @ 80 CN C SOIL - 0.067 AC @ 74 CN CN = 84.56 TC = 5 MIN. Q10 = 0.594 CFS DA TO SEDIMENT TRAP / POND TOTAL AREA = 2.305 AC. IMPERV - 0.626 @ 98 CN D SOIL - 0.505 @ 80 CN C SOIL - 1.174 @ 74 CN WEIGHTED CN = 81.83 TC = 5 MIN. Q10 = 9.154 CFS COMBINED AREA TO EX. PIPE TOTAL AREA = 2.886 AC. DA-(A1) IMPERV - 0.626 AC D SOIL - 0.505 AC C SOIL - 1.174 AC DA-(A2) IMPERV - 0.186 AC D SOIL - 0.084 AC DA-(B) IMPERV - 0.102 AC D SOIL - 0.085 AC DA-(C) IMPERV - 0.050 AC D SOIL - 0.037 AC C SOIL - 0.037 AC WEIGHTED CN = 83.50COMBINED Q10 = 2.18 CFS DA TO STRM 3.1 TOTAL AREA = 0.270 AC. IMPERV - 0.186 AC @ 98 CN D SOIL - 0.084 AC @ 80 CN CN = 92.43 TC = 5 MIN. Q10 = 1.41 CFS DA TO STRM 4.1 TOTAL AREA = 0.100 AC. IMPERV - 0.059AC @ 98 CN D SOIL - 0.041 AC @ 80 CN CN = 90.62 TC = 5 MIN. Q10 = 0.51 CFS U:\Accounts\A1ASL\A1ASL20001 - Car Lot Storage, TM PCL 75-A-11A\DESIGN\_SHEETS\Site Plan\CS2200.dwg PLOTTED: 1/20/2022 11:01 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS2200 BYNO.DATEREVISIONSA1ASL20001 AS SHOWN KDR 2021-01-20 MMA SHEET APPROVED BY OF6 21 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 20'40' NORT H MUSKET DRIVE CAR STORAGEVALLEY PIKEWINCHESTER, VIRGINIA3880 VALLEY PIKEWINCHESTER, VIRGINIA 22602ADAM GHALI OF PRESTIGE G. LLCPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.049308-08-2021 08-13-2021 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR01-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR APPROVED PERMIT DRAWINGS EROSION AND SEDIMENT CONTROL LEGEND NO.TITLE KEY SYMBOL 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE CE 3.05 SILT FENCE SF DRAINAGE DIVIDES 3.32 PERMANENT SEEDING PS PS 3.13 TEMPORARY SEDIMENT TRAP ST ST-1 3.08 CULVERT INLET PROTECTION CIP 3.18 OUTLET PROTECTION OP EROSION & SEDIMENT CONTROL PLAN - PHASE IIBACK CREEK DISTRICTSPOT SHOT ABBREVIATIONS EP = EDGE OF PAVEMENT FL = FLOW LINE INV = INVERT SPL = SPILLWAY TD = TOP OF DAM U:\Accounts\A1ASL\A1ASL20001 - Car Lot Storage, TM PCL 75-A-11A\DESIGN\_SHEETS\Site Plan\CS2300.dwg PLOTTED: 1/20/2022 11:01 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS2300 BYNO.DATEREVISIONSA1ASL20001 AS SHOWN KDR 2021-01-20 MMA SHEET APPROVED BY OF7 21 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 WORKMUSKET DRIVE CAR STORAGEVALLEY PIKEWINCHESTER, VIRGINIA3880 VALLEY PIKEWINCHESTER, VIRGINIA 22602ADAM GHALI OF PRESTIGE G. LLCPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.049308-08-2021 08-13-2021 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR01-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR APPROVED PERMIT DRAWINGS EROSION & SEDIMENT CONTROL DETAILSBACK CREEK DISTRICT LIMITS OF CLEARING &GRADING LIMITS OFCLEARING &GRADING LIMITS OF CLEARING& GRADING LIMITS OFCLEARING & GRADING LIMITS OFCLEARING &GRADING LIMITS OFCLEARING & GRADING GLM 15" CMP TRB THH RIM (728.40)OUT (720.70) PIN 75-A-11APARCEL I-A1BORDEN REAL ESTATE, LLCINST. 1700064512.720 ACRESZONED: B3 PIN 75-A-11KPARCEL I-A2BORDEN REAL ESTATE, LLCINST. 170006451ZONED: B3USE: COMMERCIAL U.S. ROUTE 11 - VALLEY PIKE (80' R/W) 45 MPH POSTED (ASPHALT SURFACE) CO N C . P A D N 28°47'29" E 393.49'S 61°12'23" E 291.26'S 28°47'29" W 376.40'N 66°41'10" W 304.65'INV. (718.34)(DESTROYED)INV. (718.03)MUSKET DRIVE - RT 1090AADT = 790(50' R/W - DB 628 PG 152)SPEED LIMIT UNPOSTED(SIZE UNKNOWN)6" SAN. FORCE MAIN (APPROX.)PIN 75-A-21STEPHEN DUBOISBRIM, ET ALSINST. 100005743ZONED: RAUSE: RESIDENTIAL PIN 75-A-22ROBERT W. CLAYTORDB 881 PG 1254ZONED: RAUSE: RESIDENTIAL (SIZE UNKOWN) PIN 75-A-11ELYLE P. STROSNYDER, INC.DB 699 PG 297ZONED: B3USE: COMMERCIAL PIN 75-A-11GK & J INVESTMENTS, LCDB 790 PG 180ZONED: B3USE: COMMERCIALNO WATERLINEESMT. RECORDED(TO BE CREATED ANDRECORDED PRIOR TOSEWER LATERALCONNECTION) BOARD FENCE WIRE FENCE CHAIN LINK FENCEWIRE FENCEGRAVELASPHALT PARKING LOT WPP GA GA GA GA WPP WPP WPP WPP WPP R/W OF UNSPECIFIED WIDTHDB 201 PG 93 R/W OF UNSPECIFIED WIDTHDB 178 PG 314 EDGE OF PAVEMENT N 73°47'29" E16.97 ' EX. SIGN AGREEMENT INST. 040009761 SIGN MSP MB MB WP RIM (728.39) IN (720.19)OUT (720.09) FH WV WV WV WV WV WV EX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENTREPLACE EXISTING 15" CMPPIPE MATCH EXISTING INVERTS & PROVIDEPOSITIVE DRAINAGE INV. (713.58)15" CMPINV. (715.54)INV. (725.28)INV. (724.35) VA. SEC. RTE. 798 - MILL LANE (30' PRESCRIPTIVE ESM'T)15'15' 15' SIDE YARD SETBACK15' REAR YARD SETBACK50' FRONT YARD SETBACK 35' FRONT YARD SETBACK24.00'30.00'30.00'100.00' CATEGORY "C" ZONING BUFFER 25.00' ACTIVE BUFFER75.00' INACTIVE BUFFER 266'18.00' 25.00' PROP. TYPE B,CLASS 1, 24" WIDE,WHITE STOP BAR PROP.STOP SIGN TOTAL PROP. IMPERVIOUS AREA 30,528.50 SF 0.70 AC 72 - VEHICLE STORAGE SPACES 10.0'R5.0' R 2 0.0'R10.0'R5.0' R 5.0'R 5.0' R5.0'R 1 0.0'R 4 .5'R4.5' R4.5'R 1 7 1 2 1 2 1 8 4 8 20.00'18.00'24.00'18.00'18.00'24.00'10.00'10.00'10.00'10.00'5 .0'R5 .0'R 10.0'REDGE OF PAVEMENT24.00'CG-6RCG-6R CG-6RCG-6RCG-6RCG-6R CG-6RCG-6RCG-6R CG-6R CG-6 CG-6CG-6 CG-6 CG-6 CG-6CG-6 CG-6CG-6 EX. POWER POLE SHALL BESTABILIZED PRIOR TO POND CONSTRUCTION. CONTRACTORSHALL COORDINATE GUIDE ANCHOR RELOCATION WITHPOWER COMPANY. PROP. WHEEL STOP (TYP.) SEE DETAIL SHEET (CS8100) CG-6 VDOT STANDARD CG-11WP-2 LIMIT OFMILL & OVERLAYCG-6 12.00'37.51'12.00'48.00'PROP. EOPPROP. EOP4.5'R 50.0'REX. POWER POLE SHALL BE STABILIZED PRIOR TO GRADING &TRAIL CONSTRUCTION. CONTRACTOR SHALL COORDINATE POSSIBLE POLERELOCATION WITH POWER COMPANY. RELOCATE EX. ELEC. SERVICETO EX. SIGN AS NECESSARY. 5' PARKING SETBACK5' PARKING SETBACK10' PARKING SETBACK 10' PARKING SETBACK10' ASPHALT TRAIL PROP. CG-12B CG-6CG-6 PROP. EOP TYPE 4 OBJECTMARKERS 43.0'R WP-2 LIMIT OF MILL & OVERLAY 25.0' R 34' OF 18"RCP CL III @ 0.77% 40' LENGTHINCLDG STRCS 170' OF 18"Hx12"V CL IV RCP @ 0.50% 1.0 1.1 2.0 2.1 3.0 3.1 48' OF 8" HDPE @ 0.74% 4.1 4.0 38' OF 8" HDPE @ 0.50%U:\Accounts\A1ASL\A1ASL20001 - Car Lot Storage, TM PCL 75-A-11A\DESIGN\_SHEETS\Site Plan\CS3000.dwg PLOTTED: 1/20/2022 11:02 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS3000 BYNO.DATEREVISIONSA1ASL20001 AS SHOWN KDR 2021-01-20 MMA SHEET APPROVED BY OF8 21 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 20'40' NORT H MUSKET DRIVE CAR STORAGEVALLEY PIKEWINCHESTER, VIRGINIA3880 VALLEY PIKEWINCHESTER, VIRGINIA 22602ADAM GHALI OF PRESTIGE G. LLCPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.049308-08-2021 08-13-2021 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR01-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR APPROVED PERMIT DRAWINGS RELEASE CURB DIMENSIONAL PLANBACK CREEK DISTRICT(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) NOTE ON PAVEMENT SECTIONS OWNER/DEVELOPER MAY CHOOSE TO CHANGE ASPHALT PAVEMENT SECTIONS AT THEIR DISCRETION. (WP-2 OVERLAY) 1 12 " ASPHALT SURFACE COURSE GLM RIM (728.40)OUT (720.70) PIN 75-A-11APARCEL I-A1BORDEN REAL ESTATE, LLCINST. 1700064512.720 ACRESZONED: B3 PIN 75-A-11KPARCEL I-A2BORDEN REAL ESTATE, LLCINST. 170006451ZONED: B3USE: COMMERCIAL U.S. ROUTE 11 - VALLEY PIKE (80' R/W) 45 MPH POSTED CO N C . P A D N 28°47'29" E 393.49'S 61°12'23" E 291.26'S 28°47'29" W 376.40'MUSKET DRIVE - RT 1090AADT = 790(50' R/W - DB 628 PG 152)SPEED LIMIT UNPOSTED(SIZE UNKNOWN)(SIZE UNKOWN) PIN 75-A-11ELYLE P. STROSNYDER, INC.DB 699 PG 297ZONED: B3USE: COMMERCIAL PIN 75-A-11GK & J INVESTMENTS, LCDB 790 PG 180ZONED: B3USE: COMMERCIALNO WATERLINEESMT. RECORDED(TO BE CREATED ANDRECORDED PRIOR TOSEWER LATERALCONNECTION) WIRE FENCE ASPHALT PARKING LOT GA WPP WPPR/W OF UNSPECIFIED WIDTHDB 178 PG 314 EDGE OF PAVEMENT N 73°47'29" E16.97 ' EX. SIGN AGREEMENT INST. 040009761 SIGN MB RIM (728.39) IN (720.19)OUT (720.09) FH WV WV WV WV WV WV EX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENTINV. (725.28)INV. (724.35) PROP.STOP SIGN 1 7 1 2 1 2 1 8 4 8 EDGE OF PAVEMENTPROP. WHEEL STOP (TYP.) SEE DETAIL SHEET (CS8100)PROP. EOPPROP. EOPPROP. CG-12BPROP. EOP D A C U:\Accounts\A1ASL\A1ASL20001 - Car Lot Storage, TM PCL 75-A-11A\DESIGN\_SHEETS\Site Plan\CS3001.dwg PLOTTED: 1/20/2022 11:02 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS3001 BYNO.DATEREVISIONSA1ASL20001 AS SHOWN KDR 2021-01-20 MMA SHEET APPROVED BY OF8A 21 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 20'40' NORT H MUSKET DRIVE CAR STORAGEVALLEY PIKEWINCHESTER, VIRGINIA3880 VALLEY PIKEWINCHESTER, VIRGINIA 22602ADAM GHALI OF PRESTIGE G. LLCPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.049308-08-2021 08-13-2021 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR01-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR APPROVED PERMIT DRAWINGS FIRE LANE STRIPING & SIGNAGE PLANBACK CREEK DISTRICT GLM 15" CMP TRB THH RIM (728.40)OUT (720.70) PIN 75-A-11APARCEL I-A1BORDEN REAL ESTATE, LLCINST. 1700064512.720 ACRESZONED: B3 PIN 75-A-11KPARCEL I-A2BORDEN REAL ESTATE, LLCINST. 170006451ZONED: B3USE: COMMERCIAL U.S. ROUTE 11 - VALLEY PIKE (80' R/W) 45 MPH POSTED (ASPHALT SURFACE) CO N C . P A D N 28°47'29" E 393.49'S 61°12'23" E 291.26'S 28°47'29" W 376.40'N 66°41'10" W 304.65'INV. (718.34)(DESTROYED)INV. (718.03)MUSKET DRIVE - RT 1090AADT = 790(50' R/W - DB 628 PG 152)SPEED LIMIT UNPOSTED(SIZE UNKNOWN)6" SAN. FORCE MAIN (APPROX.)PIN 75-A-21STEPHEN DUBOISBRIM, ET ALSINST. 100005743ZONED: RAUSE: RESIDENTIAL PIN 75-A-22ROBERT W. CLAYTORDB 881 PG 1254ZONED: RAUSE: RESIDENTIAL (SIZE UNKOWN) PIN 75-A-11ELYLE P. STROSNYDER, INC.DB 699 PG 297ZONED: B3USE: COMMERCIAL PIN 75-A-11GK & J INVESTMENTS, LCDB 790 PG 180ZONED: B3USE: COMMERCIALNO WATERLINEESMT. RECORDED(TO BE CREATED ANDRECORDED PRIOR TOSEWER LATERALCONNECTION) BOARD FENCE WIRE FENCE CHAIN LINK FENCEWIRE FENCEGRAVELASPHALT PARKING LOT WPP GA GA GA GA WPP WPP WPP WPP WPP R/W OF UNSPECIFIED WIDTHDB 201 PG 93 R/W OF UNSPECIFIED WIDTHDB 178 PG 314 EDGE OF PAVEMENT N 73°47'29" E16.97 ' EX. SIGN AGREEMENT INST. 040009761 SIGN MSP MB MB WP RIM (728.39) IN (720.19)OUT (720.09) FH WV WV WV WV WV WV EX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENTREPLACE EXISTING 15" CMPPIPE MATCH EXISTING INVERTS & PROVIDEPOSITIVE DRAINAGE INV. (713.58)15" CMPINV. (715.54)INV. (725.28)INV. (724.35) VA. SEC. RTE. 798 - MILL LANE (30' PRESCRIPTIVE ESM'T)15'15' 15' SIDE YARD SETBACK15' REAR YARD SETBACK50' FRONT YARD SETBACK 35' FRONT YARD SETBACK100.00' CATEGORY "C" ZONING BUFFER 25.00' ACTIVE BUFFER75.00' INACTIVE BUFFER 266'PROP. TYPE B,CLASS 1, 24" WIDE,WHITE STOP BAR PROP.STOP SIGN EX. POWER POLE SHALL BESTABILIZED PRIOR TO POND CONSTRUCTION. CONTRACTORSHALL COORDINATE GUIDE ANCHOR RELOCATION WITHPOWER COMPANY.VDOT STANDARD CG-11WP-2 LIMIT OFMILL & OVERLAY12.00'37.51'12.00'48.00'PROP. EOPPROP. EOPEX. POWER POLE SHALL BE STABILIZED PRIOR TO GRADING &TRAIL CONSTRUCTION. CONTRACTOR SHALL COORDINATE POSSIBLE POLERELOCATION WITH POWER COMPANY. RELOCATE EX. ELEC. SERVICETO EX. SIGN AS NECESSARY. 5' PARKING SETBACK5' PARKING SETBACK10' PARKING SETBACK 10' PARKING SETBACK10' ASPHALT TRAIL PROP. CG-12BPROP. EOP TYPE 4 OBJECTMARKERS WP-2 LIMIT OF MILL & OVERLAY 34' OF 18"RCP CL III @ 0.77% 40' LENGTHINCLDG STRCS 170' OF 18"Hx12"V CL IV RCP @ 0.50% 1.0 1.1 2.0 2.1 3.0 3.1 48' OF 8" HDPE @ 0.74% 4.1 4.0 38' OF 8" HDPE @ 0.50% PROP. CG-12B PROP. CG-12B USE: AUTO SALES & SHOWROOM FLOOR AREA: 8,200 SF HEIGHT: 24' F.F.E = 729.10' 5' SIDEWALK (TYP.) 5' SIDEWALK (TYP.)5.00'5. 0 0 'HC SIGNHC SIGNHC SIGNSHC SIGN6.00'6.00'2.00' WIDEPASS THRU ISLAND SLOTTED CURB U:\Accounts\A1ASL\A1ASL20001 - Car Lot Storage, TM PCL 75-A-11A\DESIGN\_SHEETS\Site Plan\CS3050.dwg PLOTTED: 1/20/2022 11:02 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS3050 BYNO.DATEREVISIONSA1ASL20001 AS SHOWN KDR 2021-03-09 MMA SHEET APPROVED BY OF9 21 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 20'40' NORT H MUSKET DRIVE CAR STORAGEVALLEY PIKEWINCHESTER, VIRGINIA3880 VALLEY PIKEWINCHESTER, VIRGINIA 22602ADAM GHALI OF PRESTIGE G. LLCPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.049308-08-2021 08-13-2021 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR01-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR APPROVED PERMIT DRAWINGSPHASE 2(FUTURE IMPROVEMENTS)PHASE 1PHASE 2(FUTURE IMPROVEMENTS)PHASE 1STORMWATER MANAGEMENT NOTE POND GRADING, WATER QUALITY, & WATER QUANTITY COMPUTATIONS WILL REQUIRE ADJUSTMENT TO ACCOMMODATE PHASE 2 FUTURE IMPROVEMENTS.PHASE 2 - FUTURE IMPROVEMENTSBACK CREEK DISTRICTPHASE 2 GENERAL LAYOUT OF FUTURE IMPROVEMENTS FOR INFORMATION PURPOSES ONLY. A SEPARATE SITE PLAN AND APPROVAL WILL BE REQUIRED. PHASE 1 TO BE CONSTRUCTED WITH THIS PLAN GLM 15" CMP TRB THH RIM (728.40)OUT (720.70) PIN 75-A-11APARCEL I-A1BORDEN REAL ESTATE, LLCINST. 1700064512.720 ACRESZONED: B3 PIN 75-A-11KPARCEL I-A2BORDEN REAL ESTATE, LLCINST. 170006451ZONED: B3USE: COMMERCIAL U.S. ROUTE 11 - VALLEY PIKE (80' R/W) 45 MPH POSTED CO N C . P A D N 28°47'29" E 393.49'S 61°12'23" E 291.26'S 28°47'29" W 376.40'N 66°41'10" W 304.65'INV. (718.34)(DESTROYED)INV. (718.03)MUSKET DRIVE - RT 1090AADT = 790(50' R/W - DB 628 PG 152)SPEED LIMIT UNPOSTED(SIZE UNKNOWN)6" SAN. FORCE MAIN (APPROX.)PIN 75-A-21STEPHEN DUBOISBRIM, ET ALSINST. 100005743ZONED: RAUSE: RESIDENTIAL PIN 75-A-22ROBERT W. CLAYTORDB 881 PG 1254ZONED: RAUSE: RESIDENTIAL (SIZE UNKOWN) PIN 75-A-11ELYLE P. STROSNYDER, INC.DB 699 PG 297ZONED: B3USE: COMMERCIAL PIN 75-A-11GK & J INVESTMENTS, LCDB 790 PG 180ZONED: B3USE: COMMERCIAL WPP GA GA GA GA WPP WPP WPP WPP WPP R/W OF UNSPECIFIED WIDTHDB 201 PG 93 R/W OF UNSPECIFIED WIDTHDB 178 PG 314 N 73°47'29" E16.97 ' EX. SIGN AGREEMENT INST. 040009761 SIGN MSP RIM (728.39) IN (720.19)OUT (720.09) FH WV WV WV WV WV WV EX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENTREPLACE EXISTING 15" CMPPIPE MATCH EXISTING INVERTS & PROVIDEPOSITIVE DRAINAGE INV. (713.58)15" CMPINV. (715.54)INV. (725.28)INV. (724.35) VA. SEC. RTE. 798 - MILL LANE (30' PRESCRIPTIVE ESM'T)15'15' 729 729729728 729 729 729 729 728 727 727 727 728 7287 2 9 7307 3 1 730729729729730 7 2 8 727 72 672 5 729 730 727 726725724723722721 72 4 72 3 7 2 2721 72 0 719720 721 722 723 724 725 726 727 7287297 2 9 7297 2 8 727 726 725 72 8 7287277 2 8728728729729729 729729729PROP. TYPE B,CLASS 1, 24" WIDE,WHITE STOP BAR PROP.STOP SIGN EX. POWER POLE SHALL BESTABILIZED PRIOR TO POND CONSTRUCTION. CONTRACTORSHALL COORDINATE GUIDE ANCHOR RELOCATION WITHPOWER COMPANY.VDOT STANDARD CG-11WP-2 LIMIT OFMILL & OVERLAYPROP. EOPPROP. EOPEX. POWER POLE SHALL BE STABILIZED PRIOR TO GRADING &TRAIL CONSTRUCTION. CONTRACTOR SHALL COORDINATE POSSIBLE POLERELOCATION WITH POWER COMPANY. RELOCATE EX. ELEC. SERVICETO EX. SIGN AS NECESSARY. 10' ASPHALT TRAIL PROP. CG-12BPROP. EOP TYPE 4 OBJECTMARKERS WP-2 LIMIT OF MILL & OVERLAY 34' OF 18"RCP CL III @ 0.77% 40' LENGTHINCLDG STRCS 170' OF 18"Hx12"V CL IV RCP @ 0.50% 1.0 1.1 2.0 2.1 3.0 3.1 48' OF 8" HDPE @ 0.74% 4.1 4.0 38' OF 8" HDPE @ 0.50% LIMITS OF CLEARING &GRADING LIMITS OFCLEARING &GRADING LIMITS OF CLEARING& GRADING LIMITS OFCLEARING & GRADING LIMITS OFCLEARING &GRADING LIMITS OFCLEARING & GRADING 28 35FL 28 10FL 28 00FL 27 76FL 27 70FL 28 81 EX EP 28 50FL 29 35FL 29 15FL 29 00FL 29 25FL 27 90FL 27 55FL 27 65FL 27 50FL 27 35FL 27 25FL 27 15FL 27 85FL 27 70FL 27 85FL 28 20FL 28 35FL 28 15FL 29 40FL 29 25FL 29 35FL 29 50FL 28 35FL 28 15FL 28 00FL 27 85FL 28 00FL 27 85FL 28 00FL 28 25FL 28 40FL 28 25FL 27 00EP 26 95EP 26 90EP 26 85EP 27 35EP 24 74TD 24 74 TD 24 25SPL 24 25SPL 24 74TD 29 00FL 18 65INV 19 00INV 26 25INV 728728 7 2 9 728728728 7 2 6 72 8 72 7 727726726720 725 28 02 EX EP 24 66 24 66 24 74TD 24 66 24 66 24 66TD 24 66TD 24 66 24 66 725 27 93 EP LP 28 38 27 68 CL LP 26 97 EX EP 27 34FL 27 58 EX EP 27 54 28 51 EX EP 28 27EP 28 17EP 28 00EP 27 79 25 40INV 28 38 CL HP 28 29EP 28 49 728728728727 29 05HP 28 25FL 23 15INV 23 50INV 19 15INV 18 96INV 722 723 723 723722721721722723720720720 24 74HP 28 54 EP 729.26 29 41HP 7 2 9 . 3 3 720.20 24 00HP 24 74HP 727.28 WARP CURB LINE TO ALLOW DRAINAGE TO FLOW ACROSS ENTRANCE.U:\Accounts\A1ASL\A1ASL20001 - Car Lot Storage, TM PCL 75-A-11A\DESIGN\_SHEETS\Site Plan\CS3100.dwg PLOTTED: 1/20/2022 11:02 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS3100 BYNO.DATEREVISIONSA1ASL20001 AS SHOWN KDR 2021-01-20 MMA SHEET APPROVED BY OF10 21 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 20'40' NORT H MUSKET DRIVE CAR STORAGEVALLEY PIKEWINCHESTER, VIRGINIA3880 VALLEY PIKEWINCHESTER, VIRGINIA 22602ADAM GHALI OF PRESTIGE G. LLCPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.049308-08-2021 08-13-2021 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR01-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR APPROVED PERMIT DRAWINGS RELEASE CURB GRADING PLANBACK CREEK DISTRICTSPOT SHOT ABBREVIATIONS EP = EDGE OF PAVEMENT FL = FLOW LINE INV = INVERT SPL = SPILLWAY TD = TOP OF DAM GLM 15" CMP TRB THH RIM (728.40)OUT (720.70) PIN 75-A-11APARCEL I-A1BORDEN REAL ESTATE, LLCINST. 1700064512.720 ACRESZONED: B3 PIN 75-A-11KPARCEL I-A2BORDEN REAL ESTATE, LLCINST. 170006451ZONED: B3USE: COMMERCIAL U.S. ROUTE 11 - VALLEY PIKE (80' R/W) 45 MPH POSTED CO N C . P A D N 28°47'29" E 393.49'S 61°12'23" E 291.26'S 28°47'29" W 376.40'N 66°41'10" W 304.65'INV. (718.34)(DESTROYED)INV. (718.03)MUSKET DRIVE - RT 1090AADT = 790(50' R/W - DB 628 PG 152)SPEED LIMIT UNPOSTED(SIZE UNKNOWN)6" SAN. FORCE MAIN (APPROX.)PIN 75-A-21STEPHEN DUBOISBRIM, ET ALSINST. 100005743ZONED: RAUSE: RESIDENTIAL PIN 75-A-22ROBERT W. CLAYTORDB 881 PG 1254ZONED: RAUSE: RESIDENTIAL (SIZE UNKOWN) PIN 75-A-11ELYLE P. STROSNYDER, INC.DB 699 PG 297ZONED: B3USE: COMMERCIAL PIN 75-A-11GK & J INVESTMENTS, LCDB 790 PG 180ZONED: B3USE: COMMERCIAL WPP GA GA GA GA WPP WPP WPP WPP WPP R/W OF UNSPECIFIED WIDTHDB 201 PG 93 R/W OF UNSPECIFIED WIDTHDB 178 PG 314 N 73°47'29" E16.97 ' EX. SIGN AGREEMENT INST. 040009761 SIGN MSP RIM (728.39) IN (720.19)OUT (720.09) FH WV WV WV WV WV WV EX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENTREPLACE EXISTING 15" CMPPIPE MATCH EXISTING INVERTS & PROVIDEPOSITIVE DRAINAGE INV. (713.58)15" CMPINV. (715.54)INV. (725.28)INV. (724.35) VA. SEC. RTE. 798 - MILL LANE (30' PRESCRIPTIVE ESM'T)15'15' 729 729729728 729 729 729 729 728 727 727 727 728 7287 2 9 7307 3 1 730729729729730 7 2 8 727 72 672 5 729 730 727 726725724723722721 72 4 72 3 7 2 2721 72 0 719720 721 722 723 724 725 726 727 7287297 2 9 7297 2 8 727 726 725 72 8 7287277 2 8728728729729729 729729729PROP. TYPE B,CLASS 1, 24" WIDE,WHITE STOP BAR PROP.STOP SIGN EX. POWER POLE SHALL BESTABILIZED PRIOR TO POND CONSTRUCTION. CONTRACTORSHALL COORDINATE GUIDE ANCHOR RELOCATION WITHPOWER COMPANY.VDOT STANDARD CG-11WP-2 LIMIT OFMILL & OVERLAYPROP. EOPPROP. EOPEX. POWER POLE SHALL BE STABILIZED PRIOR TO GRADING &TRAIL CONSTRUCTION. CONTRACTOR SHALL COORDINATE POSSIBLE POLERELOCATION WITH POWER COMPANY. RELOCATE EX. ELEC. SERVICETO EX. SIGN AS NECESSARY. 10' ASPHALT TRAIL PROP. CG-12BPROP. EOP TYPE 4 OBJECTMARKERS WP-2 LIMIT OF MILL & OVERLAY 34' OF 18"RCP CL III @ 0.77% 40' LENGTHINCLDG STRCS 170' OF 18"Hx12"V CL IV RCP @ 0.50% 1.0 1.1 2.0 2.1 3.0 3.1 48' OF 8" HDPE @ 0.74% 4.1 4.0 38' OF 8" HDPE @ 0.50% LIMITS OF CLEARING &GRADING LIMITS OFCLEARING &GRADING LIMITS OF CLEARING& GRADING LIMITS OFCLEARING & GRADING LIMITS OFCLEARING &GRADING LIMITS OFCLEARING & GRADING 28 35FL 28 10FL 28 00FL 27 76FL 27 70FL 28 81 EX EP 28 50FL 29 35FL 29 15FL 29 00FL 29 25FL 27 90FL 27 55FL 27 65FL 27 50FL 27 35FL 27 25FL 27 15FL 27 85FL 27 70FL 27 85FL 28 20FL 28 35FL 28 15FL 29 40FL 29 25FL 29 35FL 29 50FL 28 35FL 28 15FL 28 00FL 27 85FL 28 00FL 27 85FL 28 00FL 28 25FL 28 40FL 28 25FL 27 00EP 26 95EP 26 90EP 26 85EP 27 35EP 24 74TD 24 74 TD 24 25SPL 24 25SPL 24 74TD 29 00FL 18 65INV 19 00INV 26 25INV 728728 7 2 9 728728728 7 2 6 72 8 72 7 727726726720 725 28 02 EX EP 24 66 24 66 24 74TD 24 66 24 66 24 66TD 24 66TD 24 66 24 66 725 27 93 EP LP 28 38 27 68 CL LP 26 97 EX EP 27 34FL 27 58 EX EP 27 54 28 51 EX EP 28 27EP 28 17EP 28 00EP 27 79 25 40INV 28 38 CL HP 28 29EP 28 49 728728728727 29 05HP 28 25FL 23 15INV 23 50INV 19 15INV 18 96INV 722 723 723 723722721721722723720720720 24 74HP 28 54 EP 729.26 29 41HP 7 2 9 . 3 3 720.20 24 00HP 24 74HP 727.28 WARP CURB LINE TO ALLOW DRAINAGE TO FLOW ACROSS ENTRANCE. B B A A 43.0' R 4.90' - HALF OF TWLTL 11.50' - EX. TRAVEL LANE 9.99' EX. RTL 2.01' - LANE WIDENING 9.93' - ASPHALT TRAILCG-6 CENTER LINE OF RT-11TWLTL STRIPPINGRTL STRIPPINGEX. EOPPROP. EOPBACK OF CURB / BEGIN TRAILRIGHT-OF-WAYBEGIN DITCHCENTER OF DITCH2.07'3.46' 1 12 " SM 12.5A 3" BM-25 8" 21B COMPACTED SUBGRADE EXISTING PAVEMENT SECTION MATCH EXISTING PAVEMENT SECTION 3.31%3.29%3.29%2.00%2.00%3:1 3:1 TYPICAL SECTION (A - A) RT-11 TURN LANE WIDENING WITH 10' ASPHALT TRAIL END TRAILCENTER LINE OF RT-11TWLTL STRIPPINGEDGE OF LANE STRIPPINGEX. EOPCENTER OF DITCHBEGIN TRAILRIGHT-OF-WAYBEGIN DITCHCENTER OF DITCH5.29'11.49' 1.01' 8.11'4.76'10.00' 1.23' 2.33%2.15% EXISTING PAVEMENT SECTION 1 12 " SM 12.5A 3" BM-25 8" 21B COMPACTED SUBGRADE TYPICAL SECTION (B - B) RT-11 WITH 10' ASPHALT TRAIL 3:13:1 3:1 3:12.00%2.00% 0.74'END TRAILU:\Accounts\A1ASL\A1ASL20001 - Car Lot Storage, TM PCL 75-A-11A\DESIGN\_SHEETS\Site Plan\CS3101.dwg PLOTTED: 1/20/2022 11:03 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS3101 BYNO.DATEREVISIONSA1ASL20001 AS SHOWN KDR 2021-10-05 MMA SHEET APPROVED BY OF10A 21 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 20'40' NORT H MUSKET DRIVE CAR STORAGEVALLEY PIKEWINCHESTER, VIRGINIA3880 VALLEY PIKEWINCHESTER, VIRGINIA 22602ADAM GHALI OF PRESTIGE G. LLCPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.049308-08-2021 01-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR APPROVED PERMIT DRAWINGS RT-11 TYPICAL SECTIONSBACK CREEK DISTRICT 729 729729728 729 729 729 729 728 727 727 727 728 7287 2 9 7307 3 1 730729729729730 7 2 8 727 72 672 5 729 730 727 726725724723722721 72 4 72 3 7 2 2721 72 0 719720 721 722 723 724 725 726 727 7287297 2 9 7297 2 8 727 726 725 72 8 7287277 2 8728728729729729 729729729 728728 7 2 9 728728728 7 2 6 72 8 72 7 727726726720 725 725 728728728727722 723 723 723722721721722723720720720  729.26 7 2 9 . 3 3 720.20 727.28 GLM 15" CMP TRB THH RIM (728.40) OUT (720.70) PIN 75-A-11APARCEL I-A1BORDEN REAL ESTATE, LLCINST. 1700064512.720 ACRESZONED: B3 PIN 75-A-11KPARCEL I-A2BORDEN REAL ESTATE, LLCINST. 170006451ZONED: B3USE: COMMERCIAL U.S. ROUTE 11 - VALLEY PIKE (80' R/W) 45 MPH POSTED (ASPHALT SURFACE)CONC.  PAD N 28°47'29" E 393.49'S 61°12'23" E 291.26'S 28°47'29" W 376.40'N 66°41'10" W 304.65'INV. (718.34)(DESTROYED)INV. (718.03)MUSKET DRIVE - RT 1090AADT = 790(50' R/W - DB 628 PG 152)SPEED LIMIT UNPOSTED(SIZE UNKNOWN)6" SAN. FORCE MAIN (APPROX.)PIN 75-A-21STEPHEN DUBOISBRIM, ET ALSINST. 100005743ZONED: RAUSE: RESIDENTIAL PIN 75-A-22ROBERT W. CLAYTORDB 881 PG 1254ZONED: RAUSE: RESIDENTIAL (SIZE UNKOWN) PIN 75-A-11ELYLE P. STROSNYDER, INC.DB 699 PG 297ZONED: B3USE: COMMERCIAL PIN 75-A-11GK & J INVESTMENTS, LCDB 790 PG 180ZONED: B3USE: COMMERCIALNO WATERLINEESMT. RECORDED(TO BE CREATED ANDRECORDED PRIOR TOSEWER LATERALCONNECTION)  BOARD FENCE WIRE FENCE CHAIN LINK FENCEWIRE FENCEGRAVELASPHALT PARKING LOT WPP GA GA GA GA WPP WPP WPP WPP WPP R/W OF UNSPECIFIED WIDTH DB 201  PG 93 R/W OF UNSPECIFIED WIDTH DB 178  PG 314 EDGE OF PAVEMENT N 73°47'29" E 16.97 ' EX. SIGN AGREEMENT INST. 040009761 SIGN MSP MB MB WP RIM (728.39) IN (720.19) OUT (720.09) FH WV WV WV WV WV WV EX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENTREPLACE EXISTING 15" CMP PIPE MATCH EXISTING INVERTS & PROVIDE POSITIVE DRAINAGE INV. (713.58)15" CMPINV. (715.54)INV. (725.28)INV. (724.35) VA. SEC. RTE. 798 - MILL LANE (30' PRESCRIPTIVE ESM'T)15'15' PROP. STOP SIGN EX. POWER POLE SHALL BE STABILIZED PRIOR TO POND CONSTRUCTION. CONTRACTOR SHALL COORDINATE GUIDE ANCHOR RELOCATION WITH POWER COMPANY.PROP. EOPPROP. EOPEX. POWER POLE SHALL BE STABILIZED PRIOR TO GRADING & TRAIL CONSTRUCTION. CONTRACTOR SHALL COORDINATE POSSIBLE POLE RELOCATION WITH POWER COMPANY. RELOCATE EX. ELEC. SERVICE TO EX. SIGN AS NECESSARY. PROP. CG-12BPROP. EO P TYPE 4 OBJECTMARKERS LIMITS OF CLEARING &GRADING LIMITS OF CLEARING &GRADING LIMITS OF CLEARING & GRADING LIMITS OF CLEARING & GRADING LIMITS OF CLEARING &GRADING LIMITS OF CLEARING & GRADING 34' OF 18" RCP CL III @ 0.77% 40' LENGTH INCLDG STRCS 170' OF 18"Hx12"V CL IV RCP @ 0.50% 1.0 1.1 2.0 2.1 3.0 3.1 48' OF 8" HDPE @ 0.74% 4.1 4.0 38' OF 8" HDPE @ 0.50% PROP. 4" SERVICE LATERAL @ 0.50%. Kor-N-Seal CONNECTION TO EX. MH. NEW INVERT @ 720.86' (MATCH CROWN) PROP. 4" C/O PROVIDE TEST PIT TO DETERMINE EXACT CONFIGURATION AND SIZE OF EXISTING WATER SERVICE. COORDINATE WITH FREDERICK WATER AND PENNONI TO DETERMINE APPROPRIATE LAYOUT AND REVISE PLAN ACCORDINGLY WITH PHASE 1 PROP. 4" C/O CORE DRILL AND INVERT MODIFICATIONS BY CONTRACTOR PER FREDERICK WATER'S INSPECTORS REQUIREMENTS. STRM PROFILE - STRC 2.0 TO 2.1 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 720 730 740 720 730 740 9+75 10+00726.6725.40727.2727.7211+00727.5728.10727.9727.8212+0010+00.00 - CULVERT ENDINV. OUT = 725.4010+20.79 - SHOULDER / GUTTERELEV. = 727.4810+61.00 - CL OF ENTRANCEELEV. = 727.8110+13.98 - SHOULDERELEV. = 728.3410+13.98 - CULVERT ENDINV. IN = 726.25170' - 18"H x 12"V RCP CL IV @ 0.50% EX. GRADE PROP. GRADE 1.11' COVERU:\Accounts\A1ASL\A1ASL20001 - Car Lot Storage, TM PCL 75-A-11A\DESIGN\_SHEETS\Site Plan\CS3200.dwg   PLOTTED:  1/20/2022 11:03 AM, BY: Kyle Richardson   PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS3200 BYNO.DATEREVISIONSA1ASL20001 AS SHOWN KDR 2021-01-20 MMA SHEET APPROVED BY OF11 21 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 20'40' NORT H MUSKET DRIVE CAR STORAGEVALLEY PIKEWINCHESTER, VIRGINIA3880 VALLEY PIKEWINCHESTER, VIRGINIA 22602ADAM GHALI OF PRESTIGE G. LLCPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.049308-08-2021 08-13-2021 1ADDRESSED 1ST SUBMISSION AGENCY COMMENTSKDR01-04-2022 2ADDRESSED 2ND SUBMISSION AGENCY COMMENTSKDR                               APPROVED PERMIT DRAWINGS UTILITY PLANBACK CREEK DISTRICT GLM PIN 75-A-11APARCEL I-A1BORDEN REAL ESTATE, LLCINST. 1700064512.720 ACRESZONED: B3 PIN 75-A-11KPARCEL I-A2BORDEN REAL ESTATE, LLCINST. 170006451ZONED: B3USE: COMMERCIAL U.S. ROUTE 11 - VALLEY PIKE (80' R/W)45 MPH POSTED CO N C . P A D N 28°47'29" E 393.49'S 61°12'23" E 291.26'S 28°47'29" W 376.40'N 66°41'10" W 304.65'MUSKET DRIVE - RT 1090AADT = 790(50' R/W - DB 628 PG 152)SPEED LIMIT UNPOSTEDPIN 75-A-21STEPHEN DUBOISBRIM, ET ALSINST. 100005743ZONED: RAUSE: RESIDENTIAL PIN 75-A-22ROBERT W. CLAYTORDB 881 PG 1254ZONED: RAUSE: RESIDENTIAL PIN 75-A-11ELYLE P. STROSNYDER, INC.DB 699 PG 297ZONED: B3USE: COMMERCIAL PIN 75-A-11GK & J INVESTMENTS, LCDB 790 PG 180ZONED: B3USE: COMMERCIALN 73°47'29" E16.97'REPLACE EXISTING 15" CMPPIPE MATCH EXISTINGINVERTS & PROVIDE POSITIVE DRAINAGE VA. SEC. RTE. 798 - MILL LANE (30' PRESCRIPTIVE ESM'T)15'15' 729 729729728 729 729 729 729 728 727 727 727 728 7287 2 9 7307 3 1 730729729729730 7 2 8 727 72 672 5 729 730 727 726725724723722721 72 4 72 3 7 2 2721 72 0 719720 721 722 723 724 725 726 727 7287297 2 9 7297 2 8 727 726 725 72 8 7287277 2 8728728729729729 729729729SOILS MAP U N I T SYMBOL: 32 B SOILS MAP U N I T SYMBOL: 6C POI-2 CONTRIBUTING AREAS DA-D TOTAL AREA = 0.0449 AC WEIGHTED CN = 77.37 POI-3 CONTRIBUTING AREAS DA-E TOTAL AREA = 0.1560 AC WEIGHTED CN = 74.00 POI-4 CONTRIBUTING AREAS DA-F TOTAL AREA = 0.4809 AC WEIGHTED CN = 81.89 POI-1 CONTRIBUTING AREAS DA-A, DA-B, DA-C TOTAL AREA = 2.6598 AC WEIGHTED CN = 78.13 DA-A SUB AREA-1 (32B) DA-A SUB AREA-2 (6C) DA-B SUB AREA-3 (6C) DA-B SUB AREA-4 (IMPERV) DA-C SUB AREA-5 (6C) DA-C SUB AREA-6 (32B) DA-C SUB AREA-7 (IMPERV) DA-D SUB AREA-8 (32B) DA-D SUB AREA-9 (IMPERV) DA-E SUB AREA-10 (32B) DA-F SUB AREA-11 (32B) DA-F SUB AREA-12 (IMPERV) DA-F SUB AREA-13 (6C) DA-F SUB AREA-12 (IMPERV) IMPERVIOUS AREA (SOIL TYPE: 6C, HSG: D) - OPEN SPACE - GOOD CONDITION (SOIL TYPE: 32B, HSG: C) - OPEN SPACE - GOOD CONDITION U:\Accounts\A1ASL\A1ASL20001 - Car Lot Storage, TM PCL 75-A-11A\DESIGN\_SHEETS\Site Plan\CS4000.dwg PLOTTED: 1/20/2022 11:03 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS4000 BYNO.DATEREVISIONSA1ASL20001 AS SHOWN KDR 2021-01-20 MMA SHEET APPROVED BY OF12 21 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 20'40' NORT H MUSKET DRIVE CAR STORAGEVALLEY PIKEWINCHESTER, VIRGINIA3880 VALLEY PIKEWINCHESTER, VIRGINIA 22602ADAM GHALI OF PRESTIGE G. LLCPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.049308-08-2021 08-13-2021 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR01-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR APPROVED PERMIT DRAWINGS DRAINAGE DIVIDES, COVER TYPES, CURVENUMBERS (PRE-DEVELOPMENT)BACK CREEK DISTRICT PIN 75-A-11APARCEL I-A1BORDEN REAL ESTATE, LLCINST. 1700064512.720 ACRESZONED: B3 PIN 75-A-11KPARCEL I-A2BORDEN REAL ESTATE, LLCINST. 170006451ZONED: B3USE: COMMERCIAL U.S. ROUTE 11 - VALLEY PIKE (80' R/W)45 MPH POSTED CO N C . P A D N 28°47'29" E 393.49'S 61°12'23" E 291.26'S 28°47'29" W 376.40'N 66°41'10" W 304.65'MUSKET DRIVE - RT 1090AADT = 790(50' R/W - DB 628 PG 152)SPEED LIMIT UNPOSTEDPIN 75-A-21STEPHEN DUBOISBRIM, ET ALSINST. 100005743ZONED: RAUSE: RESIDENTIAL PIN 75-A-22ROBERT W. CLAYTORDB 881 PG 1254ZONED: RAUSE: RESIDENTIAL PIN 75-A-11ELYLE P. STROSNYDER, INC.DB 699 PG 297ZONED: B3USE: COMMERCIAL PIN 75-A-11GK & J INVESTMENTS, LCDB 790 PG 180ZONED: B3USE: COMMERCIALN 73°47'29" E16.97'VA. SEC. RTE. 798 - MILL LANE (30' PRESCRIPTIVE ESM'T)15'15' 729 729729728 729 729 729 729 728 727 727 727 728 7287 2 9 7307 3 1 730729729729730 7 2 8 727 72 672 5 729 730 727 726725724723722721 72 4 72 3 7 2 2721 72 0 719720 721 722 723 724 725 726 727 7287297 2 9 7297 2 8 727 726 725 72 8 7287277 2 8728728729729729 729729729SOILS MAP U N I T SYMBOL: 32 B SOILS MAP U N I T SYMBOL: 6C 728728 7 2 9 728728728 7 2 6 72 8 72 7 727726726720 725 725 728728728727722 723 723 723722721721722723720720720 729.26 7 2 9 . 3 3 720.20 727.28 DA-A1 SUB AREA-3 (32B) DA-A1 SUB AREA-2 (6C) DA-A1 SUB AREA-1 (IMPERV) DA-A2 SUB AREA-4 (IMPERV) DA-A2 SUB AREA-5 (6C) DA-B SUB AREA-6 (IMPERV) DA-B SUB AREA-7 (6C) DA-C SUB AREA-8 (IMPERV) DA-C SUB AREA-9 (6C) DA-C SUB AREA-10 (32B) DA-D SUB AREA-11 (IMPERV) DA-D SUB AREA-12 (32B) DA-E SUB AREA-13 (32B) DA-F SUB AREA-14 (IMPERV) DA-F SUB AREA-15 (6C) DA-F SUB AREA-16 (32B) DA-F SUB AREA-16 (32B) POI-2 CONTRIBUTING AREAS DA-D TOTAL AREA = 0.0305 AC WEIGHTED CN = 78.97 POI-3 CONTRIBUTING AREAS DA-E TOTAL AREA = 0.1157 AC WEIGHTED CN = 74.00 POI-4 CONTRIBUTING AREAS DA-F TOTAL AREA = 0.3095 AC WEIGHTED CN = 88.97 POI-1 CONTRIBUTING AREAS DA-A1, DA-A2, DA-B, DA-C TOTAL AREA = 2.8859 AC WEIGHTED CN = 83.50 DA-A2 SUB AREA-5 (6C) 1.0 1.1 2.0 2.1 3.0 3.14.1 4.0 IMPERVIOUS AREA (SOIL TYPE: 6C, HSG: D) - OPEN SPACE - GOOD CONDITION (SOIL TYPE: 32B, HSG: C) - OPEN SPACE - GOOD CONDITION U:\Accounts\A1ASL\A1ASL20001 - Car Lot Storage, TM PCL 75-A-11A\DESIGN\_SHEETS\Site Plan\CS4100.dwg PLOTTED: 1/20/2022 11:04 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS4100 BYNO.DATEREVISIONSA1ASL20001 AS SHOWN KDR 2021-01-20 MMA SHEET APPROVED BY OF13 21 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 20'40' NORT H MUSKET DRIVE CAR STORAGEVALLEY PIKEWINCHESTER, VIRGINIA3880 VALLEY PIKEWINCHESTER, VIRGINIA 22602ADAM GHALI OF PRESTIGE G. LLCPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.049308-08-2021 08-13-2021 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR01-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR APPROVED PERMIT DRAWINGS DRAINAGE DIVIDES, COVER TYPES, CURVENUMBERS (POST-DEVELOPMENT)BACK CREEK DISTRICT 72 4 723722 721 724 723 722 721 72071972 07217 2 2 7 2 3 7 2 4 7 2 5 7 2 6 7 2 7 728729 729 728 727726725REPLACE EXISTING 15" CMPPIPE MATCH EXISTINGINVERTS & PROVIDEPOSITIVE DRAINAGE72872772 7 7 2 6726 720 725722723723723722721 721722723 720 720 720 720.20 1.0 1.1 4.1 4.0 38' OF 8" HDPE @ 0.50% 10+00 11+00 12+00A A 34' OF 18" RCP CL III @ 0.77%40' LENGTH INCLUDING STRUCTURES 24 74TD 24 74TD 24 25SPL 24 25SPL 24 74TD 18 65INV 19 00INV 24 66 24 66 24 74TD 24 66TD 24 66TD 15" CMP INV. (718.34) (DESTROYED) INV. (718.03) VA. SEC. RTE. 798 - MILL LANE (PRESCRIPTIVE ESM'T - UNSPE C I F I E D W I D T H ) POND CROSS SECTION (A - A) HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 710 720 730 710 720 730 9+75 10+00727.7727.67724.5724.4911+00722.6722.58720.3720.2912+00718.0718.0312+25 TOP OF DAM = 724.74' 8.00' WIDE @ 724.66' MIN. POND BOTTOM S L O P E = 0 . 5 0 % UPSTREAM TOE OF DAM ELEV. = 720.00' EXISTING GRADE PROPOSED GRADE 1YR W.S.E. = 721.11' 2YR W.S.E. = 721.72' 10YR W.S.E. = 723.17' 100YR W.S.E. = 723.73' 4" DIA ORIFICE INV. = 719.00' TOP OF RISER = 723.15' 48" INSIDE DIA. CONCRETE RISER 34'-18" RCP CL III @ 0.77%7287277 2 8728728729729729 729729729EX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENT 728728727 170' OF 18"Hx12"V CL IV RCP @ 0.50% 2.0 2.1 25 54INV 24 50INVPROP. EOPPROP. EOPU:\Accounts\A1ASL\A1ASL20001 - Car Lot Storage, TM PCL 75-A-11A\DESIGN\_SHEETS\Site Plan\CS5000.dwg PLOTTED: 1/20/2022 11:04 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS5000 BYNO.DATEREVISIONSA1ASL20001 AS SHOWN KDR 2021-01-20 MMA SHEET APPROVED BY OF14 21 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 20'40'NORTHMUSKET DRIVE CAR STORAGEVALLEY PIKEWINCHESTER, VIRGINIA3880 VALLEY PIKEWINCHESTER, VIRGINIA 22602ADAM GHALI OF PRESTIGE G. LLCPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.049308-08-2021 08-13-2021 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR01-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR APPROVED PERMIT DRAWINGS 10 YR. W.S.E. = 723.17' 2 YR. W.S.E. = 721.72' 1 YR. W.S.E. = 721.11' MIN. 0.50% SLOPE 12" THICK STEEL PLATE (DIA = Dr / 4) TRASH RACK PRECAST RISER SEGMENT WITH FLAT TOP 719.00' = 4" ORIFICE INV. DEBRIS PLATE & CAGE (SEE StormRax DETAIL, ON SHEET CS8000) PROVIDE 6.67' DIAMETER BY 8" THICK CONCRETE FOOTINGDr = 4' SECTION A - A ELEVATION8"2.40'INV. OUT = 718.95' WATER TIGHT CONNECTION 18" 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. = 723.73' 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'18" 48" DIA.6.50'ELEV. = 716.55' 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. = 723.15' EMERGENCY SPILLWAY ELEV. = 724.25' TOP OF DAM ELEV. = 724.74' 4"CONCRETEGROUTSS-1 RISER 4" ORIFICE INV = 719.00' 00 20'40' NORT H STORMWATER MANAGEMENT PLAN, CROSSSECTION, & DETAILSBACK CREEK DISTRICTSPOT SHOT ABBREVIATIONS EP = EDGE OF PAVEMENT FL = FLOW LINE INV = INVERT SPL = SPILLWAY TD = TOP OF DAM LIMITS OF CLEARING &GRADING LIMITS OFCLEARING &GRADING LIMITS OF CLEARING& GRADING LIMITS OFCLEARING & GRADING LIMITS OFCLEARING &GRADING LIMITS OFCLEARING & GRADING 729 729729728 729 729 729 729 728 727 727 727 728 7287 2 9 7307 3 1 730729729729730 7 2 8 727 72 672 5 729 730 727 726725724723722721 72 4 72 3 7 2 2721 72 0 719720 721 722 723 724 725 726 727 7287297 2 9 7297 2 8 727 726 725 72 8 7287277 2 8728728729729729 729729729GLM 15" CMP TRB THH PIN 75-A-11APARCEL I-A1BORDEN REAL ESTATE, LLCINST. 1700064512.720 ACRESZONED: B3 PIN 75-A-11KPARCEL I-A2BORDEN REAL ESTATE, LLCINST. 170006451ZONED: B3USE: COMMERCIAL U.S. ROUTE 11 - VALLEY PIKE (80' R/W) 45 MPH POSTED CO N C . P A D N 28°47'29" E 393.49'S 61°12'23" E 291.26'S 28°47'29" W 376.40'N 66°41'10" W 304.65'INV. (718.34)(DESTROYED)INV. (718.03)MUSKET DRIVE - RT 1090AADT = 790(50' R/W - DB 628 PG 152)SPEED LIMIT UNPOSTEDPIN 75-A-21STEPHEN DUBOISBRIM, ET ALSINST. 100005743ZONED: RAUSE: RESIDENTIAL PIN 75-A-22ROBERT W. CLAYTORDB 881 PG 1254ZONED: RAUSE: RESIDENTIAL WPP GA GA GA GA WPP WPP WPP WPP R/W OF UNSPECIFIED WIDTHDB 201 PG 93 R/W OF UNSPECIFIED WIDTH DB 178 PG 314 N 73°47'29" E16.97 ' EX. SIGN AGREEMENT INST. 040009761 SIGN MSP FH WV WV WV WV WV EX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENTREPLACE EXISTING 15" CMPPIPE MATCH EXISTING INVERTS & PROVIDEPOSITIVE DRAINAGE15" CMPINV. (715.54)INV. (725.28)INV. (724.35) VA. SEC. RTE. 798 - MILL LANE (30' PRESCRIPTIVE ESM'T)15'15' 34' OF 18"RCP CL III @ 0.77% 40' LENGTHINCLDG STRCS 170' OF 18"Hx12"V CL IV RCP @ 0.50% 1.0 1.1 2.0 2.1 3.0 3.1 48' OF 8" HDPE @ 0.74% 4.1 4.0 38' OF 8" HDPE @ 0.50% NS-4 NS-2 AG-3 NS-1 AG-2 AG-2 AG-5 NS-210' LANDSCAPE SCREENINGCATEGORY "C" - FULL SCREENSEE DETAIL SHEET 15A (CS6100)10' LANDSCAPE SCREENINGCATEGORY "C" - FULL SCREENSEE DETAIL SHEET 15A (CS6100)AP P R O X . L O C A T I O N OF P O W E R R / W NS-1 15' SIDE YARD SETBACK15' REAR YARD SETBACK50' FRONT YARD SETBACK 35' FRONT YARD SETBACK100.00' CATEGORY "C" ZONING BUFFER 25.00' ACTIVE BUFFER75.00' INACTIVE BUFFER 266'EX. POWER POLE SHALL BESTABILIZED PRIOR TO POND CONSTRUCTION. CONTRACTORSHALL COORDINATE GUIDEANCHOR RELOCATION WITH POWER COMPANY. 12.00'37.51'12.00'48.00'PROP. EOPPROP. EOPEX. POWER POLE SHALL BE STABILIZED PRIOR TO GRADING &TRAIL CONSTRUCTION. CONTRACTOR SHALL COORDINATE POSSIBLE POLERELOCATION WITH POWER COMPANY. RELOCATE EX. ELEC. SERVICETO EX. SIGN AS NECESSARY. 5' PARKING SETBACK5' PARKING SETBACK10' PARKING SETBACK 10' PARKING SETBACKPROP. CG-12BPROP. EOP 728728 7 2 9 728728728 7 2 6 72 8 72 7 727726726720 725 725 728728728727722 723 723 723722721721722723720720720 729.26 7 2 9 . 3 3 720.20 727.28 CS6000 BYNO.DATEREVISIONSA1ASL20001 AS SHOWN KDR 2021-01-20 MMA SHEET APPROVED BY OF15 21 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 WORKMUSKET DRIVE CAR STORAGEVALLEY PIKEWINCHESTER, VIRGINIA3880 VALLEY PIKEWINCHESTER, VIRGINIA 22602ADAM GHALI OF PRESTIGE G. LLCPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.049308-08-2021 08-13-2021 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR01-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR APPROVED PERMIT DRAWINGS GENERAL PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY TREES AG ACER GINNALA ANUR MAPLE 2" CAL @ 6" ABOVE GRADE MIN.AS SHOWN 12 NS NYSSA SYLVATICA BLACK GUM 2" CAL @ 6" ABOVE GRADE MIN.AS SHOWN 10 LANDSCAPE CALCULATIONS: PARKING LOT LANDSCAPING CALCULATIONS IMPERVIOUS AREA 29,681 SF TREES REQUIRED @ 1 PER 2,000 SF 15 PARKING SPACES 72 TREES REQUIRED @ 1 PER 10 SPACES 7 TOTAL TREES REQUIRED 22 TOTAL TREES PROVIDED 22 GENERAL 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. 4. OWNER WILL ACCEPT FOR REVIEW, SUBSTITUTIONS FOR ALL LANDSCAPING PROVIDED THEY SATISFY APPLICABLE REGULATIONS. FOR LANDSCAPING GENERAL CONDITIONS AND MAINTENANCE NOTES SEE CS0001 00 1'2'NORTHOPEN SPACE / LANDSCAPED AREA CALCULATIONS TOTAL SITE AREA 118,484 SF OPEN SPACE/GREEN SPACE REQUIRED 29,621 SF (25.00%) OPEN SPACE/GREEN SPACE PROVIDED 87,215 SF (73.61%)LANDSCAPING PLANBACK CREEK DISTRICTSCREENING NOTE: VEHICLE DISPLAY AREAS DO NOT REQUIRE A HEADLIGHT SCREEN PER ZONING ORDINANCE §165-201.1S. R/W EASEMENT (WHERE APPLICABLE)100' ZONING BUFFER75' INACTIVE BUFFER25' ACTIVE BUFFER6' HIGH OPAQUE FENCE (WHERE APPLICABLE) 10' LANDSCAPE EASEMENT 5'2.5'5'5' PROVIDE 3 PLANTS PER 10 LF 13 EVERGREEN, 13 DECIDUOUS, 13 SHRUBS 100' - CATERGORY "C" ZONING BUFFER (FULL SCREEN) NTS ACTIVE DISTANCE BUFFER. THIS PORTION OF A BUFFER AREA MAY NOT BE ENCROACHED BY A BUILDING OR OTHER PRINCIPAL STRUCTURE OR ACTIVITY. HOWEVER, ACCESSORY ACTIVITIES, SUCH AS PARKING, ARE PERMITTED IN THIS AREA. INACTIVE DISTANCE BUFFER. THIS PORTION OF A BUFFER AREA PERMITS NO ACTIVITY EXCEPT THE NECESSARY UTILITY FUNCTIONS PROVIDED BY TRANSMISSION LINES, UNDERGROUND CONDUITS, STORMWATER MANAGEMENT, SIDEWALKS, TRAILS, ETC. PROPERTY LINE (ADJOINER) VA. SEC. RTE. 798 - MILL LANE (PRESCRIPTIVE ESM'T - UNSPECIFIED WIDTH)U:\Accounts\A1ASL\A1ASL20001 - Car Lot Storage, TM PCL 75-A-11A\DESIGN\_SHEETS\Site Plan\CS6100.dwg PLOTTED: 1/20/2022 11:04 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS6100 BYNO.DATEREVISIONSA1ASL20001 AS SHOWN KDR 2021-01-20 MMA SHEET APPROVED BY OF15A 21 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 WORKMUSKET DRIVE CAR STORAGEVALLEY PIKEWINCHESTER, VIRGINIA3880 VALLEY PIKEWINCHESTER, VIRGINIA 22602ADAM GHALI OF PRESTIGE G. LLCLANDSCAPING DETAILSPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.049308-08-2021 08-13-2021 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR01-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR APPROVED PERMIT DRAWINGS U:\Accounts\A1ASL\A1ASL20001 - Car Lot Storage, TM PCL 75-A-11A\DESIGN\_SHEETS\Site Plan\CS6100.dwg PLOTTED: 1/20/2022 11:04 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----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 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 WIREBASKET FROM TOP 1/3 OF ROOT BALL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURETO PREVENT ROOT BALL FROMSHIFTING SECURE GUYS WITH RUBBER HOSE TO TRUNK PRUNE ONLY DAMAGEDOR 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. 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. ZONING DISTRICT BUFFER: (1) LANDSCAPE SCREENING. A LANDSCAPE SCREEN CONSISTS OF A TOTALLY LANDSCAPED AREA AT LEAST 10 FEET IN DEPTH; PLANTINGS ARE ENCOURAGED TO BE SPACED APPROPRIATELY WITHIN THE INACTIVE BUFFER. WITHIN THE AREA, THERE SHALL BE A MINIMUM LANDSCAPING DENSITY OF THREE PLANTS PER 10 LINEAR FEET. 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. (2) FULL SCREEN. A FULL SCREEN PROVIDES ALL THE ELEMENTS OF A LANDSCAPE SCREEN AND ALSO INCLUDES A SIX-FOOT-HIGH, OPAQUE HEDGE, FENCE, WALL, MOUND, BERM, OR AN ADDITIONAL TWO ROWS OF EVERGREEN TREES THAT ARE SIX FEET TALL AT TIME OF PLANTING. A FIFTY-FOOT STRIP OF MATURE WOODLANDS MAY BE ALLOWED AS A FULL SCREEN. FREDERICK COUNTY, VA - ZONING ORDINANCE §165-203.02 U:\Accounts\A1ASL\A1ASL20001 - Car Lot Storage, TM PCL 75-A-11A\DESIGN\_SHEETS\Site Plan\CS8000.dwg PLOTTED: 1/20/2022 11:04 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS8000 BYNO.DATEREVISIONSA1ASL20001 AS SHOWN KDR 2021-01-20 MMA SHEET APPROVED BY OF16 21 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 WORKMUSKET DRIVE CAR STORAGEVALLEY PIKEWINCHESTER, VIRGINIA3880 VALLEY PIKEWINCHESTER, VIRGINIA 22602ADAM GHALI OF PRESTIGE G. LLCPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.049308-08-2021 08-13-2021 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR01-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR APPROVED PERMIT DRAWINGS 2.00'1.00'2.00'1.00'2.00' CG-6 SUBBASE COMPACTED SUBGRADE ASTM D1557 / AASHTO T180-D 95% COMPACTION FINISHED GRADE FRONT VIEW 2.00'1.00'2.00'EXTEND CG-6 SUBBASE 2' BEHIND CURB CG-6 CG-6 CG-6 CG-6CG-6TOP VIEWSLOTTED CURB DETAIL NOT TO SCALE 2' WIDE CG-6 GUTTER PAN7"2'-0"6"13"4"6"1":1' (NOT BE USED ON VDOT RIGHT-OF-WAY) CG-6R-REVERSE GUTTER NOT TO SCALE HANDICAP SIGN DETAIL NOT TO SCALE SITE DETAILSBACK CREEK DISTRICT U:\Accounts\A1ASL\A1ASL20001 - Car Lot Storage, TM PCL 75-A-11A\DESIGN\_SHEETS\Site Plan\CS8100.dwg PLOTTED: 1/20/2022 11:05 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS8100 BYNO.DATEREVISIONSA1ASL20001 AS SHOWN KDR 2021-01-20 MMA SHEET APPROVED BY OF17 21 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 WORKMUSKET DRIVE CAR STORAGEVALLEY PIKEWINCHESTER, VIRGINIA3880 VALLEY PIKEWINCHESTER, VIRGINIA 22602ADAM GHALI OF PRESTIGE G. LLCPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.049308-08-2021 08-13-2021 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR01-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR APPROVED PERMIT DRAWINGS 2-#6 REBARS (HOOK ON TOP) 45°3"6"2' FROM FRONT OF WHEEL STOP TO BACK OF PARKING SPACE PRECAST CONCRETE BUMPER 2-#4 REBARS (MINIMUM) 10 3 / 8 "6"6'-0"30"CONCRETE WHEEL STOP NOT TO SCALE SITE DETAILSBACK CREEK DISTRICTNOT TO SCALE STOP SIGN - DETAIL RIGHT-OF-WAYEX. WATERLINE9.33'5.31'EX. EDGE OFPAVEMENT(WEST BOUND) EX. THRU LANE 11.03' (EAST BOUND) EX. THRU LANE 11.03' PROP. TURN LANE 12.00'RIGHT-OF-WAYCL EX. EDGE OFPAVEMENT1.31' EX. WATERLINE 1 12 " SM 12.5A 3" BM-25 8" 21B COMPACTED SUBGRADE MILL INTO EXISTING PAVEMENT TO A MINIMUM DEPTH OF 1.5" AND OVERLAY WITH FINAL SURFACE MIX TO PROVIDE A SMOOTH LAP JOINT 2.00% PROVIDE SAWCUT EDGE WP-2 EXISTING PAVEMENT SECTIONEX. GRADE PROP. GRADE @ 2.85% PROP. CG-2 MUSKET DRIVE TYPICAL SECTION 25 MPH DESIGN SPEED EX. SANITARY SEWER U:\Accounts\A1ASL\A1ASL20001 - Car Lot Storage, TM PCL 75-A-11A\DESIGN\_SHEETS\Site Plan\CS8200.dwg PLOTTED: 1/20/2022 11:05 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS8200 BYNO.DATEREVISIONSA1ASL20001 AS SHOWN KDR 2021-01-20 MMA SHEET APPROVED BY OF17A 21 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 WORKMUSKET DRIVE CAR STORAGEVALLEY PIKEWINCHESTER, VIRGINIA3880 VALLEY PIKEWINCHESTER, VIRGINIA 22602ADAM GHALI OF PRESTIGE G. LLCSITE DETAILSPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.049308-08-2021 08-13-2021 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR01-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR APPROVED PERMIT DRAWINGS 4" 21A CONCRETE CURB AND FLUME NOTCH CURB 4" x 1 1/2" BOTH SIDES 1/4" DIAMOND PLATE ALUMINUM 32" WIDE4" x 1 1/2" NOTCHCAST IN PLACE MATCH EXISTING CURBELEVATION EITHER SIDE SECTION THRU CONCRETE FLUME 24"6"6" LENGTH AS REQUIRED VARIES. MINIMUM 6" SIGHT DISTANCE (SPEED: UNPOSTED) HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 720 730 720 730 7+25 8+00729.2729.17728.9728.869+00728.3728.28727.4727.4510+00727.8727.83727.1727.0711+00726.7726.69725.8725.8112+003.50'3.50'3.50'183.45' OF SIGHT DISTANCE245.22' OF SIGHT DISTANCE HEIGHT OF OBJECT HEIGHT OF OBJECT HEIGHT OF OBJECT PROPOSED GRADE EXISTING GRADE END OF MUSKET DRIVESITE LINE EXTENDS TO RTE. 11 ENTRANCE PROFILE HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 720 730 740 720 730 740 9+75 10+00728.3728.28729.0729.0011+00729.4729.3711+25 EXISTING GRADE PROPOSED GRADE -2.00%2.14% -1.08%STA 10+10.90 - EX. EPELEV 728.02STA 11+00ELEV 728.22PVI STA = 10+75.16 PVI ELEV = 728.48 A.D. = -3.22 K = 9.31 BVCS: 10+60.16BVCE: 728.16EVCS: 10+90.16EVCE: 728.32HIGH POINT ELEV = 728.38HIGH POINT STA = 10+80.09 30' VC PVI STA = 10+32.90 PVI ELEV = 727.58 A.D. = +3.86 K = 5.18 BVCS: 10+22.90BVCE: 727.78EVCS: 10+42.90EVCE: 727.77LOW POINT ELEV = 727.68 LOW POINT STA = 10+33.27 20' VC S 61°12'23" E 291.26' MUSKET DRIVE - RT 1090AADT = 790(50' R/W - DB 628 PG 152)SPEED LIMIT UNPOSTEDN 73°47'29" E16.97'SIGNEX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENT15" CMPINV. (725.28)15" CMP INV. (724.35)INV. (720.93)INV. (720.34)15" CMPINV. (720.98)INV. (723.19)(SILTED)10+007+55 8+00 9+00 10+00 11+00 11+83LOCATION OF OBJECT LOCATION OF OBJECT LOCATIONOF EYE 245.22' OF SIGHT DIST A N C E 183.06' OF SIGH T D I S T A N C E END OF MUSKET DRIVEPROP.STOP SIGN18 PROP. EOPPROP. EOPRELOCATE EX. ELEC. SERVICETO EX. SIGN AS NECESSARY.PROP. CG-12B 728 728 728 727 729.26 U:\Accounts\A1ASL\A1ASL20001 - Car Lot Storage, TM PCL 75-A-11A\DESIGN\_SHEETS\Site Plan\CS9000.dwg PLOTTED: 1/20/2022 11:05 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS9000 BYNO.DATEREVISIONSA1ASL20001 AS SHOWN KDR 2021-01-20 MMA SHEET APPROVED BY OF18 21 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 WORKMUSKET DRIVE CAR STORAGEVALLEY PIKEWINCHESTER, VIRGINIA3880 VALLEY PIKEWINCHESTER, VIRGINIA 22602ADAM GHALI OF PRESTIGE G. LLCPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.049308-08-2021 08-13-2021 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR01-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR APPROVED PERMIT DRAWINGS SIGHT DISTANCE PROFILE, ENTRANCE PROFILE,MOT PLANBACK CREEK DISTRICT00 30'60'NORTH LIMITS OF CLEARING &GRADING LIMITS OFCLEARING &GRADING LIMITS OF CLEARING& GRADING LIMITS OFCLEARING & GRADING LIMITS OFCLEARING &GRADING LIMITS OFCLEARING & GRADING GLM 15" CMP TRB THH RIM (728.40)OUT (720.70) PIN 75-A-11APARCEL I-A1BORDEN REAL ESTATE, LLCINST. 1700064512.720 ACRESZONED: B3 PIN 75-A-11KPARCEL I-A2BORDEN REAL ESTATE, LLCINST. 170006451ZONED: B3USE: COMMERCIAL U.S. ROUTE 11 - VALLEY PIKE (80' R/W) 45 MPH POSTED CO N C . P A D N 28°47'29" E 393.49'S 61°12'23" E 291.26'S 28°47'29" W 376.40'N 66°41'10" W 304.65'INV. (718.34)(DESTROYED)INV. (718.03)MUSKET DRIVE - RT 1090AADT = 790(50' R/W - DB 628 PG 152)SPEED LIMIT UNPOSTED(SIZE UNKNOWN)6" SAN. FORCE MAIN (APPROX.)PIN 75-A-21STEPHEN DUBOISBRIM, ET ALSINST. 100005743ZONED: RAUSE: RESIDENTIAL PIN 75-A-22ROBERT W. CLAYTORDB 881 PG 1254ZONED: RAUSE: RESIDENTIAL (SIZE UNKOWN) PIN 75-A-11ELYLE P. STROSNYDER, INC.DB 699 PG 297ZONED: B3USE: COMMERCIAL PIN 75-A-11GK & J INVESTMENTS, LCDB 790 PG 180ZONED: B3USE: COMMERCIAL WPP GA GA GA GA WPP WPP WPP WPP WPP R/W OF UNSPECIFIED WIDTHDB 201 PG 93 R/W OF UNSPECIFIED WIDTH DB 178 PG 314 N 73° 4 7 ' 2 9 " E16.97'EX. SIGN AGREEMENT INST. 040009761 SIGN MSP RIM (728.39) IN (720.19)OUT (720.09) FH WV WV WV WV WV EX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENTREPLACE EXISTING 15" CMP PIPE MATCH EXISTING INVERTS & PROVIDEPOSITIVE DRAINAGE15" CMPINV. (715.54)INV. (725.28)INV. (724.35) VA. SEC. RTE. 798 - MILL LANE (30' PRESCRIPTIVE ESM'T)15'15' 15' SIDE YARD SETBACK15' REAR YARD SETBACK50' FRONT YARD SETBACK 35' FRONT YARD SETBACK100.00' CATEGORY "C" ZONING BUFFER 25.00' ACTIVE BUFFER75.00' INACTIVE BUFFER 266'PROP.STOP SIGN EX. POWER POLE SHALL BESTABILIZED PRIOR TO POND CONSTRUCTION. CONTRACTORSHALL COORDINATE GUIDEANCHOR RELOCATION WITH POWER COMPANY. 12.00'37.51'12.00'48.00'PROP. EOPPROP. EOPEX. POWER POLE SHALL BE STABILIZED PRIOR TO GRADING &TRAIL CONSTRUCTION. CONTRACTOR SHALL COORDINATE POSSIBLE POLERELOCATION WITH POWER COMPANY. RELOCATE EX. ELEC. SERVICE TO EX. SIGN AS NECESSARY. 5' PARKING SETBACK5' PARKING SETBACK10' PARKING SETBACK 10' PARKING SETBACKPROP. CG-12BPROP. EOP TYPE 4 OBJECT MARKERS 34' OF 18"RCP CL III @ 0.77% 40' LENGTHINCLDG STRCS 170' OF 18"Hx12"V CL IV RCP @ 0.50% 1.0 1.1 2.0 2.1 3.0 3.1 48' OF 8" HDPE @ 0.74% 4.1 4.0 38' OF 8" HDPE @ 0.50% S2 S2 S S S S2 2 . 6 4 . 1 2 . 7 3 . 6 2 . 6 1 . 9 2 . 5 3 . 1 2 . 5 2 . 0 1 . 5 1 . 5 2 . 0 2 . 4 3 . 1 3 . 1 2 . 9 2 . 6 2 . 3 1 . 8 1 . 1 1 . 1 1 . 3 1 . 6 2 . 0 2 . 4 2 . 7 3 . 0 3 . 1 3 . 1 2 . 9 2 . 4 1 . 8 2 . 0 1 . 4 1 . 1 1 . 0 1 . 1 1 . 4 1 . 7 2 . 2 2 . 7 4 . 1 3 . 4 2 . 5 5 . 4 3 . 4 2 . 2 1 . 6 1 . 2 1 . 0 1 . 0 1 . 2 1 . 6 2 . 1 4 . 8 3 . 3 2 . 1 9 . 0 7 . 7 5 . 3 3 . 4 2 . 2 1 . 6 1 . 2 1 . 0 1 . 0 1 . 2 1 . 6 2 . 2 3 . 1 4 . 5 6 . 6 6 . 1 4 . 0 2 . 5 4 . 2 5 . 8 6 . 5 5 . 8 4 . 3 3 . 0 2 . 1 1 . 5 1 . 1 1 . 0 1 . 0 1 . 2 1 . 6 2 . 2 3 . 1 4 . 7 6 . 9 9 . 1 4 . 1 2 . 5 1 . 6 2 . 3 3 . 2 3 . 9 4 . 3 3 . 9 3 . 2 2 . 4 1 . 8 1 . 4 1 . 1 1 . 0 1 . 0 1 . 2 1 . 6 2 . 2 3 . 0 4 . 2 5 . 8 7 . 1 3 . 5 2 . 3 1 . 5 0 . 9 1 . 2 1 . 6 1 . 9 2 . 3 2 . 7 2 . 8 2 . 7 2 . 3 2 . 0 1 . 6 1 . 3 1 . 1 1 . 0 1 . 1 1 . 4 1 . 8 2 . 2 2 . 9 3 . 7 4 . 5 4 . 9 2 . 6 1 . 8 1 . 2 1 . 3 1 . 5 1 . 7 1 . 9 2 . 0 2 . 1 2 . 0 1 . 8 1 . 6 1 . 4 1 . 2 1 . 1 1 . 1 1 . 3 1 . 6 2 . 1 2 . 6 3 . 0 3 . 4 3 . 6 1 . 8 1 . 4 1 . 5 1 . 5 1 . 6 1 . 6 1 . 6 1 . 6 1 . 6 1 . 5 1 . 4 1 . 3 1 . 3 1 . 2 1 . 3 1 . 5 2 . 1 2 . 9 3 . 4 3 . 6 3 . 5 3 . 3 2 . 6 1 . 6 2 . 0 1 . 9 1 . 8 1 . 6 1 . 5 1 . 5 1 . 4 1 . 4 1 . 3 1 . 3 1 . 3 1 . 4 1 . 5 1 . 6 1 . 9 2 . 8 4 . 2 5 . 2 4 . 9 4 . 0 2 . 9 2 . 8 2 . 4 2 . 0 1 . 7 1 . 5 1 . 4 1 . 4 1 . 4 1 . 3 1 . 4 1 . 6 1 . 8 1 . 9 2 . 3 3 . 4 5 . 3 6 . 6 4 . 4 4 . 5 3 . 6 2 . 6 1 . 9 1 . 6 1 . 5 1 . 6 1 . 7 1 . 7 1 . 7 1 . 8 2 . 1 2 . 2 2 . 6 3 . 6 6 . 3 4 . 8 3 . 1 2 . 2 1 . 8 1 . 8 2 . 1 2 . 5 2 . 6 2 . 5 2 . 3 2 . 2 2 . 1 6 . 1 4 . 8 3 . 2 2 . 4 2 . 1 2 . 2 2 . 8 3 . 8 4 . 4 4 . 0 3 . 2 2 . 4 3 . 9 3 . 0 2 . 5 2 . 3 2 . 6 3 . 5 5 . 1 6 . 3 5 . 5 2 . 4 2 . 8 3 . 7 5 . 3 2 . 2 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min PARKING & DRIVE AISLES Illuminance Fc 2.59 9.1 0.9 2.88 10.11 PROPERTY LINE 75-A-11 Illuminance Fc 0.31 0.8 0.0 N.A.N.A. PROPERTY LINE 75-A-21, 75-A-22 Illuminance Fc 0.00 0.0 0.0 N.A.N.A. Luminaire Schedule Symbol Qty Label Arrangement LLF Description 3 S SINGLE 0.900 CREE 1/NTA-A-X-T4-19L-40K-UL-X, SSS-4-11-22-CW-BS-1D, 25' AFG 3 S2 D180 0.900 CREE 2/NTA-A-X-T5-19L-40K-UL-X, SSS-4-11-22-CW-BS-2D18, 25' AFG U:\Accounts\A1ASL\A1ASL20001 - Car Lot Storage, TM PCL 75-A-11A\DESIGN\_SHEETS\Site Plan\CS9100.dwg PLOTTED: 1/20/2022 11:05 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS9100 BYNO.DATEREVISIONSA1ASL20001 AS SHOWN KDR 2021-01-20 MMA SHEET APPROVED BY OF19 21 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 20'40' NORT H MUSKET DRIVE CAR STORAGEVALLEY PIKEWINCHESTER, VIRGINIA3880 VALLEY PIKEWINCHESTER, VIRGINIA 22602ADAM GHALI OF PRESTIGE G. LLCPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.049308-08-2021 08-13-2021 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR01-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR APPROVED PERMIT DRAWINGS LIGHTING PLANBACK CREEK DISTRICTLIGHTING NOTE: ALL LIGHTING WILL FULLY DOWNCAST AND SHIELDED (§165-201.07(B)) U:\Accounts\A1ASL\A1ASL20001 - Car Lot Storage, TM PCL 75-A-11A\DESIGN\_SHEETS\Site Plan\CS9101.dwg PLOTTED: 1/20/2022 11:05 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS9101 BYNO.DATEREVISIONSA1ASL20001 AS SHOWN KDR 2021-01-20 MMA SHEET APPROVED BY OF20 21 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 WORKMUSKET DRIVE CAR STORAGEVALLEY PIKEWINCHESTER, VIRGINIA3880 VALLEY PIKEWINCHESTER, VIRGINIA 22602ADAM GHALI OF PRESTIGE G. LLCLIGHTING DETAILSPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.049308-08-2021 08-13-2021 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR01-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR APPROVED PERMIT DRAWINGS U:\Accounts\A1ASL\A1ASL20001 - Car Lot Storage, TM PCL 75-A-11A\DESIGN\_SHEETS\Site Plan\CS9102.dwg PLOTTED: 1/20/2022 11:06 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS9102 BYNO.DATEREVISIONSA1ASL20001 AS SHOWN KDR 2021-01-20 MMA SHEET APPROVED BY OF21 21 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 WORKMUSKET DRIVE CAR STORAGEVALLEY PIKEWINCHESTER, VIRGINIA3880 VALLEY PIKEWINCHESTER, VIRGINIA 22602ADAM GHALI OF PRESTIGE G. LLCLIGHTING DETAILSPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.049308-08-2021 08-13-2021 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR01-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR APPROVED PERMIT DRAWINGS