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© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS SITE U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-COVER.dwg PLOTTED: 10/7/2021 3:03 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS0001 BYNO.DATEREVISIONSSECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORECOVER SHEETSSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF1 36 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 SECURE STORE 625 MAIN STREET, SUITE 103 WINDERMERE, FL 34786 (407) 909-0600 OWNER TASKER WARRIOR PROPERTIES LLC 116 S. BRADDOCK STREET WINCHESTER, VA 22601 SECURE STORE SELF-STORAGE SITE PLAN SP-#13-21 FREDERICK COUNTY, VIRGINIA OPEQUON MAGISTERIAL DISTRICT 9/30/2021 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 SAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRPLOCAL 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 Sheet Description 1 CS0001 COVER SHEET 2 CS0002 GENERAL NOTES & LEGENDS 3 CS0003 PROFFER INFORMATION 4 CS0201 EXISTING CONDITIONS & DEMOLITION PLAN 5 CS1001 OVERALL SITE PLAN 6 CS1002 DETAILED SITE PLAN (NORTHEAST) 7 CS1003 DETAILED SITE PLAN (SOUTHWEST) 8 CS1004 LIFE SAFETY PLAN 9 CS1501 OVERALL GRADING PLAN 10 CS1502 GRADING PLAN (NORTHEAST) 11 CS1503 GRADING PLAN (SOUTHWEST) 12 CS1701 UTILITY PLAN 13 CS2001 LANDSCAPE PLAN (NORTHEAST) 14 CS2002 LANDSCAPE PLAN (SOUTHWEST) 15 CS2003 LANDSCAPE NOTES & DETAILS 16 CS2201 PHOTOMETRIC PLAN 17 CS2501 WARRIOR DRIVE ROADWORK PLAN 18 CS2701 TRAFFIC MANAGEMENT PLAN 19 CS4001 STORM SEWER PROFILES 20 CS4002 STORM SEWER PROFILES 21 CS6001 SITE DETAILS 22 CS6002 SITE DETAILS 23 CS6021 DRAINAGE DETAILS 24 CS6022 DRAINAGE DETAILS 25 CS6041 WATER DETAILS 26 CS6051 SANITARY SEWER DETAILS 27 CS8001 PHASE-1 EROSION & SEDIMENTATION CONTROL PLAN 28 CS8002 PHASE-2 EROSION & SEDIMENTATION CONTROL PLAN 29 CS8501 EROSION AND SEDIMENTATION CONTROL DETAILS 30 CS8502 EROSION & SEDIMENTATION CONTROL DETAILS 31 CS8503 EROSION & SEDIMENTATION CONTROL DETAILS 32 CS9801 VEHICLE CIRCULATION PLAN 33 CS9201 PRE-DEVELOPMENT WATERSHED PLAN 34 CS9301 POST-DEVELOPMENT WATERSHED PLAN 35 CS9302 POST-DEVELOPMENT BIORETENTION DRAINAGE DELINE 36 CS9303 INLET DRAINAGE AREA PNo. 20674RONALD A. MISLOWSKY, JR. T MNOMAEW L OCGFOH R IV AINI RO FF SSIONAL E N G INE EER10/07/2021 U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-COVER.dwg PLOTTED: 10/7/2021 3:03 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS0002SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 NTS KNB 6/7/2021 ESM SHEET APPROVED BY OF2 36 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 WORKGENERAL NOTES & LEGENDSPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493LEGEND PROPERTY, LINE PROPERTY, CORNER FOUND PROPERTY, ADJOINING LINED LEGAL RIGHT-OF-WAY PROPERTY, CORNER FOUND (OTHERS) EXISTING PROPOSED PROPERTY, CONCRETE MONUMENT PROPERTY, LINE RESERVED BUILDING CHANNEL COMMUNICATION, MANHOLE COMMUNICATION, JUNCTION BOX COMMUNICATION, PANEL BOX COMMUNICATION, PEDESTAL COMMUNICATION, STUB OUT COMMUNICATION, UNDERGROUND COMMUNICATION, OVERHEAD COMMUNICATION, HANDHOLE COMMUNICATION, WITNESS POST CONTROL, GPS CONTROL, MAPPING CONTROL, REFERENCE CONTROL, TRAVERSE CURB CURB DEPRESSION EDGE OF PAVEMENT EDGE OF GRAVEL EASEMENT FENCE FIBER OPTIC, MANHOLE FIBER OPTIC, JUNCTION BOX FIBER OPTIC, PANEL BOX FIBER OPTIC, PEDESTAL FIBER OPTIC, UNDERGROUND FIBER OPTIC, OVERHEAD FIBER OPTIC, HANDHOLE FIBER OPTIC, WITNESS POST FLOODPLAIN GUIDE RAIL MARKING, HANDICAP PARKING NATURAL GAS, MANHOLE NATURAL GAS, WITNESS POST NATURAL GAS, UNDERGROUND NATURAL GAS, METER CONTROL, BENCHMARK PHONE, MANHOLE PHONE, JUNCTION BOX PHONE, PANEL BOX PHONE, PEDESTAL PHONE, UNDERGROUND PHONE, OVERHEAD PHONE, HANDHOLE PHONE, WITNESS POST POWER, HANDHOLE POWER, GUY WIRE POWER, JUNCTION BOX POWER, GUY POLE POWER, LIGHT POWER, MANHOLE POWER, OVERHEAD POWER, METER POWER, PANEL BOX POWER, PEDESTAL POWER, TRANSFORMER POWER, SPOT LIGHT POWER, UTILITY POLE POWER, WITNESS POST POWER, YARD LIGHT POWER, UNDERGROUND SITE, AIR CONDITIONER SITE, BOLLARD SITE, BORING LOCATION SITE, MONITOR WELL SITE, POST SITE, SIGN POST AND BOARD SITE, TRAFFIC SIGN DESCRIPTION SOIL BOUNDARY STREAM WaC SOIL LABEL SANITARY SEWER, MANHOLE SANITARY SEWER, FORCE MAIN MANHOLE SANITARY SEWER, UNDERGROUND (4" DIA TO 10" DIA) SANITARY SEWER, SEPTIC TANK SANITARY SEWER, VALVE SANITARY SEWER, FORCE MAIN SANITARY SEWER, LATERAL SANITARY SEWER, WITNESS POST STORM SEWER, MANHOLE STORM SEWER, INLET STORM SEWER,HEADWALL STORM SEWER, UNDERGROUND STORM SEWER, ROOF DRAIN LINE STORM SEWER, STAND PIPE STORM SEWER, CLEAN-OUT STORM SEWER, WITNESS POST SANITARY SEWER, CLEAN-OUT MINOR CONTOUR MAJOR CONTOUR SPOT ELEVATION 101 100 X 100.5 VEGETATION, SHRUB VEGETATION, GRASS LINE / LANDSCAPED AREA VEGETATION, DECIDUOUS SHOWING CANOPY VEGETATION, CONIFEROUS SHOWING CANOPY VEGETATION, TREE LINE WATER, FIRE HYDRANT WATER, IRRIGATION VALVE BOX WATER, MANHOLE WATER, METER WATER, POST INDICATOR VALVE WATER, SIAMESE CONNECTION WATER, UNDERGROUND WATER, VALVE WATER, WITNESS POST 101 100 LEGEND EXISTING PROPOSED DESCRIPTION TO BE REMOVEDT.B.R. 100.5 LIMITS OF DISTURBANCE *STORM SEWER, DOWNSPOUT LOCATION BYNO.DATEREVISIONSSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRPGENERAL NOTES: 1. ALL LANDSCAPING AND PLANTINGS SHALL COMPLY WITH SECTION §165-203.01 LANDSCAPING REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL FUTURE SIGNAGE WILL CONFORM WITH SECTION §165-201.06 OF THE FREDERICK COUNTY ZONING ORDINANCE. MONUMENT SIGNAGE REQUIRES A SEPARATE BUILDING PERMIT FOR CONSTRUCTION. 3. TRASH REMOVAL SHALL BE BY PRIVATE HAULER AS NEEDED. 4. THE SELF-STORAGE FACILITY WILL BE IN CONFORMANCE WITH FREDERICK COUNTY ZONING ORDINANCE §165-204.18. 5. VDOT EROSION AND SEDIMENT CONTROL CONTRACTOR CERTIFICATION IS REQUIRED. EXISTING CONDITIONS AND SURVEY NOTES 1. TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED APRIL 20, 2021. BOUNDARY INFORMATION SHOWN HAS BEEN COMPILED FROM DEEDS AND PLATS OF RECORD AND ORIENTED TO THE TOPOGRAPHIC SURVEY BASED ON THE LOCATION OF PROPERTY CORNERS FOUND. 2. ANY UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. 3. HORIZONTAL ORIENTATION IS BASED ON VA. NAD 83 NORTH ZONE STATE GRID; VERTICAL DATUM IS BASED ON NAVD 88 ELEVATIONS ESTABLISHED USING GPS METHODS. SITE DEVELOPMENT SUMMARY DEVELOPER SECURE STORE 625 MAIN STREET, SUITE 103 WINDERMERE, FL 34786 (407) 909-0600 OWNER TASKER WARRIOR PROPERTIES LLC 116 S. BRADDOCK STREET WINCHESTER, VA 22601 (540) 545-4172 SUBJECT PROPERTIES TASKER WARRIOR PROPERTIES, LLC CURRENT ZONING B2 CURRENT USE VACANT PIN 75-A-04E 15.79 AC. MAGISTERIAL DISTRICT OPEQUON ADDRESS WARRIOR DRIVE PROPOSED LOT USE SELF STORAGE FACILITY TOTAL SITE AREA 7.292 AC. DISTURBED AREA ON-SITE 8.11 AC DISTURBED AREA OFF-SITE 0.06 AC DISTURBED AREA VDOT R/W 0.44 AC. TOTAL DISTURBED 8.61 AC. TOTAL IMPERVIOUS 4.81 AC. BUILDING (GFA) 2 STORY BLDG.38,800 SF FLOOR AREA RATIO FAR ALLOWED 1.00 TOTAL FLOOR AREA 77,600 SF TOTAL LOT AREA 317,988 SF FAR PROVIDED 0.24 MAX. BUILDING HEIGHT 35 FT MONUMENT SIGNS:FREESTANDING SIGN (ON TASKER) AREA: 50 SF. (MAX) HEIGHT: 12' (MAX) MULTI-TENANT SIGN (ON WARRIOR) AREA: 100 SF. (MAX) HEIGHT: 15' (MAX) YARDS & SETBACKS REQ. PROVIDED FRONT TASKER SETBACK 50'91.96' FRONT LYNN SETBACK 35'61.14 REAR SETBACK 0'729.81' (EAST) SIDE YARD 0'62.07' PARKING REQUIRED 5 SPACES (3 AT OFFICE AND 1 PER EMPLOYEE) PROVIDED PARKING 5 SPACES (INCLUDING 1 HC) COMMERCIAL LOADING SPACES REQUIRED LOADING AREA IN FRONT OF STORAGE UNITS ACCESSIBLE TO THE EXTERIOR WATER AND SEWER DEMAND 10 GPD./EMPLOYEE (2 EMPLOYEES) = 20 GPD VDOT GENERAL NOTES VIRGINIA DEPARTMENT OF TRANSPORTATION STAUNTON DISTRICT REV. JUNE 19, 2013 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. 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 2020; VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS DATED JULY, 2016; AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION WORK AREA PROTECTION MANUAL 2011 EDITION AND LATEST REVISIONS. 2. CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE HOURS OF 8:00 AM TO 5:00 PM. 3. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND/OR THE OWNER. 4. CONTRACTOR TO OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED OF THIS WORK PRIOR TO COMMENCING CONSTRUCTION AND SHALL FAITHFULLY ADHERE TO THE PERMIT CONDITIONS IMPOSED. 5. ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK PERFORMED OFFSITE IS THE CONTRACTOR'S RESPONSIBILITY. 6. 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. 7. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE EXACT LOCATION, VERTICALLY AND HORIZONTALLY, OF THE UTILITIES PRIOR TO ANY EXCAVATION OR CONSTRUCTION. THE CONTRACTOR SHALL CONTACT "MISS UTILITY" AND ALL APPLICABLE UTILITY COMPANIES FOR CLEARANCE PRIOR TO EXCAVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO THE COMMONWEALTH OF VIRGINIA UNDERGROUND UTILITY DAMAGE PREVENTION ACT, CHAPTER 10, TITLE 56 OF THE CODE OF VIRGINIA. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING ALL EROSION AND SEDIMENT CONTROL MEASURES NECESSARY DURING CONSTRUCTION IN ACCORDANCE WITH CURRENT STATE AND LOCAL REGULATIONS. DISTURBED AREAS SHALL NOT REMAIN DENUDED FOR MORE THAN SEVEN (7) CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS. DURING CONSTRUCTION, ALL STORM SEWER INLETS SHALL BE PROTECTED BY INLET PROTECTION, AND SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. CONTRACTOR SHALL CONTACT THE COUNTY BUILDING INSPECTIONS OFFICE AT (540) 636-9973 TO SCHEDULE INSPECTIONS. 9. CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO ENTERING PUBLIC STREETS AND/OR EXISTING PARKING LOTS AND OTHER PAVED AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS, ALLAY DUST, AND TO TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE STREETS ARE MAINTAINED IN A CLEAN, MUD AND DUST FREE CONDITION AT ALL TIMES. 10. 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. 11. SANITARY GRAVITY SEWER 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. 12. ANY STREET OR UTILITIES DAMAGED BY CONTRACTOR OR SUB-CONTRACTOR SHALL BE SOLE RESPONSIBILITY OF THE PRIMARY CONTRACTOR AND PROPERLY AND IMMEDIATELY REPAIRED BY THE CONTRACTOR. SUCH REPAIRS SHALL BE TO THE ORIGINAL CONDITION, IN COMPLIANCE WITH THE COUNTY'S CONSTRUCTION STANDARDS & SPECIFICATIONS, AND TO THE SATISFACTION OF THE COUNTY INSPECTOR. 13. ALL PRE-CAST CONCRETE STRUCTURES SHALL BE A MINIMUM 4000 PSI AT 28 DAYS. 14. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTMENT OF ALL UTILITY BOXES, VAULTS, OR OTHER APPURTENANCES TO NEW FINISHED GRADE ELEVATIONS. 15. CONTRACTOR TO RELOCATE ALL SIGNS AND UTILITIES REQUIRED FOR THIS WORK. 16. ANY PLANNED DISRUPTIONS OF OR TIE INS TO EXISTING UTILITIES SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY OWNER. WITH THE EXCEPTION OF EMERGENCIES, THERE SHALL BE A MINIMUM OF 24 HOURS NOTICE GIVEN BY THE CONTRACTOR TO ALL RESIDENTIAL, COMMERCIAL, AND INDUSTRIAL UTILITY USERS AFFECTED BY UTILITY INTERRUPTIONS. 17. THE UNAUTHORIZED USE OF WATER WITHOUT DUE COMPENSATION IS ILLEGAL. NO PERSON SHALL CONNECT TO OR DO ANY WORK ON THAT PORTION OF THE SYSTEM OWNED BY FREDERICK WATER UNLESS WRITTEN AUTHORIZATION IS RECEIVED PRIOR TO COMMENCING WORK. 18. CONSTRUCTION LIMITS SHALL BE PROPERTY LINES OR AS INDICATED BY PLAN REQUIREMENTS AND SHALL BE STAKED OR FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. 19. CONSTRUCTION SHALL CONFORM TO THE AMERICAN WITH DISABILITIES ACT (ADA) REQUIREMENTS. 20. REGISTERED LAND DISTURBER TO SUBMIT REPORTS TO BUILDING INSPECTOR ON A REGULAR BASIS AS REQUIRED BY FREDERICK COUNTY. 21. ALL UTILITIES WILL BE LOCATED UNDERGROUND. 22. TEST PITS ARE REQUIRED ON ALL FCSA SEWER AND WATER LINES AS NEEDED AND REQUIRED BY FCSA INSPECTOR. 23. FIELD ADJUSTMENTS TO FCSA INFRASTRUCTURE SHALL BE AS REQUIRED BY AND PER FCSA INSPECTOR'S REQUIREMENTS 24. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 25. VDOT EROSION AND SEDIMENT CONTROL CONTRACTOR CERTIFICATION IS REQUIRED. FIRE AND RESCUE 26. BURNING OF CONSTRUCTION DEBRIS AND CLEARING AND GRUBBING DEBRIS ON SITE IS PROHIBITED. 27. ACCESS FOR EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES 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 5.2. 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. NATURAL GAS VALVE REQUIRED APPROVALS: 1. BUILDING INSPECTIONS DEPARTMENT. 2. COUNTY ENGINEER (PUBLIC WORKS) 3. FIRE MARSHAL 4. GEOGRAPHIC INFORMATION SYSTEMS (GIS) 5. FREDERICK WATER 6. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) BUILDING NOTES: 1. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE SECTIONS 311, S STORAGE AND SECTION 304, B-BUSINESS USE GROUPS OF THE VIRGINIA BUILDING CODE/2018. OTHER CODE THAT APPLIES IS ICC AL 17.1-3-09 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES AND VIRGINIA ENERGY CODE 2018. 2. PROPOSED SINGLE STORY SELF-STORAGE FACILITY, BI LEVEL, SHALL MEET HEIGHT AND AREA REQUIREMENTS OF T503 WITH ALLOWABLE INCREASES. BUILDING SHALL BE PROVIDED WITH AN NFPA 13 SYSTEM AS REQUIRED. SEPARATION DISTANCE OF BUILDING SHALL COMPLY WITH T601/602. 30' NOTED ON PLANS. STORAGE UNITS ARE ACCESSED DIRECTLY AT EXTERIOR WALL. NO INTERIOR CORRIDORS. 3. OFFICE AREA SHALL BE LOCATED ON AN ACCESSIBLE ROUTE AS REQUIRED PER ANSI AL 17.1-09. PLUMBING FIXTURES SHALL MEET T2901 FOR AREAS OPEN TO THE PUBLIC. ACCESSIBLE PARKING AND UNLOADING SHALL NOT EXCEED 2%, ACCESSIBLE ROUTE TO OFFICE/RESTROOMS SHALL NOT EXCEED 5%. 4. LESS THAN 200 UNITS ON SITE REQUIRES A MINIMUM OF 5% OF ALL UNITS TO BE ACCESSIBLE. TOTAL SELF-STORAGE UNITS EXCEEDING 200 UNITS SHALL PROVIDE 10% FOR THE FIRST 200, THEN AN ADDITIONAL 2% OF THE TOTAL AMOUNT OF UNITS OVER 200. 5. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE. ACCESSIBLE ROUTES PASSING INTO, OR OVER VEHICULAR PATHWAYS SHALL BE STRIPED. WALKWAYS SHALL MAINTAIN A 1:20 SLOPE. DOOR THRESHOLD SHALL NOT EXCEED 12" 6. RETAINING WALLS SHALL BE DESIGNED BY A;; REGISTERED DESIGN PROFESSIONAL LICENSED IN THE STATE OF VIRGINIA. ALL STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VA DESIGN PROFESSIONAL SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF VBC SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ECT.)PNo. 20674RONALD A. MISLOWSKY, JR. T MNOMAEW L OCGFOH R IV AINI RO FF SSIONAL E N G INE EER10/07/2021 U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-COVER.dwg PLOTTED: 10/7/2021 3:03 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS0003SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 NTS KNB 6/7/2021 ESM SHEET APPROVED BY OF3 36 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 WORKPROFFER INFORMATIONPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONSSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRPPNo. 20674RONALD A. MISLOWSKY, JR. T MNOMAEW L OCGFOH R IV AINI RO FF SSIONAL E N G INE EER10/07/2021 W 41C 9B 9B APPROX. CENTERLINEOF EXIST. STREAM APPROX. LOCATIONOF EXIST. WETLAND 3 6 " C M P INV. (715.79) 24" R C P INV. (721.43)4" PVC INV. (721.97) TOP (723.94)15" CMPINV. (723.50) 4 8 " RC P INV. (721.79) 4 8 " RC P INV. (721.74) 21"x15" RCPTOP (711.72)40"x36" RCPINV. (709.01) TOP (711.16)60" x36 " RCP INV. (707.20)15" CMPINV. (709.13) RIM (713.43) RIM (722.59) OUT (717.59) RIM (723.80)OUT (711.90) RIM (711.89) INV. (720.31)INV. (720.33) INV. (720.02) PIN 75-A-104E 8.4986 ACRES ZONED B2 C2 C3 C4C5 C6N 48°46'27" W 372.48'N 31°19'24" E 7 9 8 . 5 3 ' N 37°03'11" E 227.22'S 73 °01 '21 " E 535 .49 ' 46.29' S 26°58'39" W S 41°13'33" W 807.16' N 28°47'59" E 67.61' LYNN DRIVE (46' R/W) 36" RCP 3 6 " R C P PIN 75L-3-3-77AAUTUMN GLEN-FREDERICK COUNTY, VAHOMEOWNERS ASSOCIATION, INC. INST. 190004208ZONED RP PIN 75L-3-3-77A AUTUMN GLEN-FREDERICK COUNTY, VAHOMEOWNERS ASSOCIATION, INC.INST. 190004208 ZONED RP EX. 50' COMMON SHAREDBUFFER & SCREENING ESM'T. DB 919 PG 1780INST. 040011207 EX. DRAINAGE ESM'T INST. 020006555 EX. 50' SHARED SEPARATION BUFFERDB 919 PG 1780 C1 EX. SLOPE & DRAINAGE ESM'TDB 839 PG 258 EXIST. 15' BELL ATLANTIC VA ESM'T DB 885 PG 1620 PONDING WAT E R PONDING WAT E RPONDING WATERPONDING WA TER RIM (720.16)IN (707.46)OUT (707.26) EXIST. 20' DRAINAGE ESMTDB 919 PG 1780 EXIST. 20' SANITARY SEWER ESMT DB 885 PG 245 EXIST. SANITARY SEWER ESMTINST. 040011207 EXIST. ASPHALT TO BE REMOVED TO BE REMOVED RIM (723.49)IN (716.19)OUT (716.09) RIM (723.55) IN (717.05)OUT (716.81) EXIST. GRAVEL EXIST. TREELINE PROP. LIMITS OF TREE CLEARING TREES TO BE REMOVED 2 8 ' EXIST. 10' WATERLINE ESMTDB 919 PG 1780 72573073073 0 726726726726 726727727727727 727 7 2 7 7 2 7 7 2 7 7277287287287 2 8 72 8 72872872972972972972 9 7 2 9 7297 3 1 73 2 733734725 725 724724 726 727 72 7 715 715720 7 2 0725725725 7 2 5730730 714 7 1 4 7147147 1 4714716 71 6 717 71 7 71 8 71 8 71 9 7 1 9 721 721722 722723723 7 2 3 723 7 2 4724 7 2 4 724 724 724 726 72 6 727 727727 7 2 7 728728 728 728 729 729731731731 73173273273373373373473 4 7347 1 5 715720 7 2 5 7 2 5 72571 4714 71 6 71 7 71 8 71 9 721721 72 1 722722 72 272 3723723 723 723 72 4 724724726726727727 725726727728 EXISTING 8" WATERLINE SAWCUT LINEWARRIOR DRIVE (SR-719) 125' R/W (40 MPH POSTED) MINOR ARTERIAL (INST. 020006555) V A . S EC . R T E . 6 4 2 T A S K ER RO AD ( V A - 2 7 7 ) 8 0 ' R /W ( 4 5 M PH PO S T ED )DB 8 3 0 PG 2 5 8 'MA JOR CO L L EC TOR PIN 75-A-XXXX 7.29C AC ZONED B2 EXIST. TOPOGRAPHY NOT SURVEYED WITHIN BOUNDARY AND HAS BEEN INTERPOLATED U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-SITE BASE.dwg PLOTTED: 4/6/2016 4:40 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS0201SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF4 36 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 WORKEXISTING CONDITIONS & DEMOLITION PLANPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONS00 60'120'NORTHSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRPNOTE: ·THE PROPERTY LINES SHOWN ARE POTENTIAL FUTURE PROPERTY LINES SHOULD THE OWNER DECIDE TO SUBDIVIDE PARCELS FOR PURCHASE. IF RECORDED, THE SUBDIVISION PLAT SHALL DEPICT THE PROPERTY LINES SHOWN ON THE APPROVED SITE PLAN.PNo. 20674RONALD A. MISLOWSKY, JR. T MNOMAEW L OCGFOH R IV AINI RO FF SSIONAL E N G INE EER10/07/2021 EXISTING BUILDINGS 25' ACTIVE CATEGORY B BUFFER 0' FRONT YARD BUILDING SETBACK 0' SIDE YARD B U I L D I N G S E T B A C K PIN 75-A-104E 8.4986 ACRES ZONED B2 C2 C3 C4C5 C6N 48°46'27" W 372.48'N 31°19'24" E 7 9 8 . 5 3 ' N 37°03'11" E 227.22'S 73 °01 '21 " E 535 .49 ' 46.29' S 26°58'39" W S 41°13'33" W 807.16' N 28°47'59" E 67.61' LYNN DRIVE (46' R/W) PIN 75L-3-3-77A AUTUMN GLEN-FREDERICK COUNTY, VAHOMEOWNERS ASSOCIATION, INC. INST. 190004208ZONED RP PIN 75L-3-3-77AAUTUMN GLEN-FREDERICK COUNTY, VA HOMEOWNERS ASSOCIATION, INC.INST. 190004208 ZONED RP C1 PIN 75-A-104E 8.4986 AC. OUTDOOR RV, BOAT AND TRAILER STORAGE (1.87 AC) PROP. SELF STORAGE FOOTPRINT: 38,300 SF PARCEL +/- 7.292 AC. LOWER LEVEL (FFE 723') UPPER LEVEL (FFE 733.33") 25' INACTIVE CATEGORY B BUFFER EXTERIOR ACCESS UNITS EXTERIOR ACCESS UNITS 0' SIDE YARD BUILDING SETBACK35' FRONT YARD BUILDING SETBACK 50' FRONT YARD BUILDING SETBACK 0' FRONT YARD BUILDING SETBACK 25' ACTIVE CATEGORY B BUFFER LINE 25' INACTIVE CATEGORY B BUFFER LINE FCAPEXTERIORACCESS UNITSPROPOSED PROPERTY LINE WARRIOR DRIVE (SR-719) 125' R/W (40 MPH POSTED) MINOR ARTERIAL (INST. 020006555) V A . S EC . R T E . 6 4 2 T A S K ER RO AD ( V A - 2 7 7 ) 8 0 ' R /W ( 4 5 M PH PO S T ED )DB 8 3 0 PG 2 5 8 'MA JOR CO L L EC TOR62.07' 729.81' 91.96'91.95'61.14'PIN 75-A-XXXX 7.29C AC ZONED B2 NO PARKING - FIRE LANE (*) CONCRETE JOINTING AND FILLERS TO BE COMPLETED PER DETAIL AND SPECIFICATIONS. - DELINEATES PROPOSED DUTY ASPHALT PAVEMENT CONCRETE SIDEWALK PAVEMENT LEGEND - DELINEATES PROPOSED HEAVY - DELINEATES PROPOSED LIGHT DUTYASPHALT PAVEMENT U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-SITE BASE.dwg PLOTTED: 4/6/2016 4:40 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS1001SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF5 36 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 WORKOVERALL SITE PLANPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONS00 60'120'NORTHSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRPSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRPNOTE: ·THE PROPERTY LINES SHOWN ARE POTENTIAL FUTURE PROPERTY LINES SHOULD THE OWNER DECIDE TO SUBDIVIDE PARCELS FOR PURCHASE. IF RECORDED, THE SUBDIVISION PLAT SHALL DEPICT THE PROPERTY LINES SHOWN ON THE APPROVED SITE PLAN.PNo. 20674RONALD A. MISLOWSKY, JR. T MNOMAEW L OCGFOH R IV AINI RO FF SSIONAL E N G INE EER10/07/2021 PROP. SIDEWALK ALONG TASKER ROAD FRONTAGE PROP. 18' GATE 470'90'80'PROP. 18' GATE PROP. KEY PAD 34'RAMP UP MAX 10% PIN 75-A-104E 8.4986 ACRES ZONED B2 C2 C3 C4C5 C6 N 37°03'11" E 227.22'S 73 °01 '21 " E 535 .49 ' 46.29' S 26°58'39 " W N 28°47'59" E 67.61' LYNN DRIVE (46' R/W) RAMP DOWN MAX 10% EX. 50' SHAREDSEPARATION BUFFER DB 919 PG 1780 C1 EX. SLOPE & DRAINAGEESM'T DB 839 PG 258 EXIST. 15' BELL ATLANTIC VA ESM'TDB 885 PG 1620 PROP. SELF STORAGE FOOTPRINT: 38,300 SF PARCEL +/- 7.292 AC. LOWER LEVEL (FFE 723') UPPER LEVEL (FFE 733.33") 25' FULL SCREEN INACTIVE BUFFER LINE PROP. SIDEWALK ALONG LYNN DR. TIE INTO EXISTING EXIST. 20' DRAINAGE ESMT DB 919 PG 1780 EXIST. 20' SANITARY SEWER ESMTDB 885 PG 245 PROP. 6' CHAIN LINK FENCE (SEE DETAIL CS6002) PROP. 6' WOOD PRIVACY FENCE (SEE DETAIL CS6002)15'R15'R EXIST. GRAVEL16'30'30'40'85'5'5'PROP. TREELINE (TYP.) EXTERIOR ACCESS UNITS EXTERIOR ACCESS UNITS 35' FRONT YARD BUILDING SETBACK 50' FRONT YARD BUILDING SETBACK 0' FRONT YARD BUILDING S E T B A C K EXIST. 10' WATERLINE ESMT DB 919 PG 1780 25' ACTIVE CATEGORY B BUFFER LINE 25' INACTIVE CATEGORY B BUFFER LINE 4 8'R 4 8'R 8' FCAP 18'10'18' LANDSCAPE5'10'8'8' 5'EXTERIORACCESS UNITS34'1'PROPOSED PROPERTY LINE PROPOSED 6" WOOD PRIVACY FENCE (SEE DETAIL CS6002) WARRIOR DRIVE (SR-719) 125' R/W (40 MPH POSTED) MINOR ARTERIAL (INST. 020006555) V A . S EC . R T E . 6 4 2 T A S K ER RO AD ( V A - 2 7 7 ) 8 0 ' R /W ( 4 5 M PH PO S T ED )DB 8 3 0 PG 2 5 8 'MA JOR CO L L EC TOR PIN 75-A-XXXX 7.29C AC ZONED B2 NO PARKING - FIRE LANE 5'R5'R 54'R4 5' R 3'R 5 'R 30'R 67'R50'R12.0'48.0'12.0'48.0' PROP. TYPE CG-6 CURB & GUTTER PROP. TYPE CG-6 CURB & GUTTER EXTEND TO TAPER PROP. PAINTED STRAIGHT AND RIGHT TURN ARROW PROP. STOP SIGN PROP. SOLID WHITE LINE PROP. MULTI TENANT SIGN MAX HEIGHT 15' MAX AREA 100 SF PROP. ACCESS EASEMENT PROP. FLAG POLE PROP. FREESTANDING SECURE STORE SIGN MAX HEIGHT 12' MAX AREA 50 SF PROP. FIRE LANE SIGN TYPE D PROP. 30' X15' SIGN EASEMENT GOLF CART STORAGE COVERED MAIN ENTRANCE ADA PARKING SIGN ON BUILDING FIRE LANE SIGN TYPE A FIRE LANE SIGN TYPE A FIRE LANE SIGN TYPE C PROP. FIRE LANE SIGN TYPE D PROP. FIRE LANE SIGN TYPE D PROP. FIRE LANE SIGN TYPE D PROP. FIRE LANE SIGN TYPE D FIRE LANE SIGN TYPE C FIRE LANE SIGN TYPE A FIRE LANE SIGN TYPE C PROP. PEDESTRIAN GATE U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-SITE BASE.dwg PLOTTED: 4/6/2016 4:40 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS1002SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF6 36 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 WORKDETAILED SITE PLAN (NORTHEAST)PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONS00 30'60'NORTHSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRPNOTE: 1. "OUTDOOR RV, BOAT AND TRAILER STORAGE" SHALL BE COMPLETELY SCREENED FROM VIEW WITH AN OPAQUE FENCE (SIX (6) FOOT-TALL BOARD-ON-BOARD FENCE).PNo. 20674RONALD A. MISLOWSKY, JR. T MNOMAEW L OCGFOH R IV AINI RO FF SSIONAL E N G INE EER10/07/2021 25' ACTIVE CATEGORY B BUFFER 0' FRONT YARD BUILDING SETBACK 0' SIDE YARD B U I L D I N G S E T B A C K N 48°46'27" W 372.48'N 31°19'24" E 7 9 8 . 5 3 ' S 41°13'33" W 807.16' PIN 75L-3-3-77AAUTUMN GLEN-FREDERICK COUNTY, VAHOMEOWNERS ASSOCIATION, INC. INST. 190004208ZONED RP PIN 75L-3-3-77AAUTUMN GLEN-FREDERICK COUNTY, VA HOMEOWNERS ASSOCIATION, INC.INST. 190004208 ZONED RP EX. 50' COMMON SHARED BUFFER & SCREENING ESM'T.DB 919 PG 1780INST. 040011207 EX. DRAINAGE ESM'TINST. 020006555 PIN 75-A-104E 8.4986 AC. OUTDOOR RV, BOAT AND TRAILER STORAGE (1.87 AC) 25' INACTIVE CATEGORY B BUFFER EXIST. SANITARY SEWER ESMTINST. 040011207 PROP. 6' WOOD PRIVACY FENCE (SEE DETAIL CS6002) PROP. 6' WOOD PRIVACY FENCE (SEE DETAIL CS6002)10'EXIST. TREELINE PROP. TREELINE (TYP.)0' SIDE YARD BUILDING SETBACKDOUBLE 4' SWING GATES PROP. 6" WOOD PRIVACY FNCE (SEE DETAIL CS6002)U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-SITE BASE.dwg PLOTTED: 4/6/2016 4:40 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS1003SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF7 36 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 WORKDETAILED SITE PLAN (SOUTHWEST)PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONS00 30'60'NORTHSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRPNOTE: 1. "OUTDOOR RV, BOAT AND TRAILER STORAGE" SHALL BE COMPLETELY SCREENED FROM VIEW WITH AN OPAQUE FENCE (SIX (6) FOOT-TALL BOARD-ON-BOARD FENCE).PNo. 20674RONALD A. MISLOWSKY, JR. T MNOMAEW L OCGFOH R IV AINI RO FF SSIONAL E N G INE EER10/07/2021 PROP. 18' GATE 470'90'80'PROP. 18' GATE PROP. KEY PAD 34'RAMP UP MAX 10% PIN 75-A-104E 8.4986 ACRES ZONED B2 C2 C3 C4C5 C6N 48°46'27" W 372.48'N 31°19'24" E 7 9 8 . 5 3 ' N 37°03'11" E 227.22'S 73 °01 '21 " E 535 .49 ' 46.29' S 26°58'39" W S 41°13'33" W 807.16' N 28°47'59" E 67.61' LYNN DRIVE (46' R/W) PIN 75L-3-3-77AAUTUMN GLEN-FREDERICK COUNTY, VA HOMEOWNERS ASSOCIATION, INC.INST. 190004208 ZONED RP PIN 75L-3-3-77A AUTUMN GLEN-FREDERICK COUNTY, VAHOMEOWNERS ASSOCIATION, INC. INST. 190004208ZONED RP RAMP DOWN MAX 10%C1 PIN 75-A-104E 8.4986 AC. OUTDOOR RV, BOAT AND TRAILER STORAGE (1.87 AC) PROP. SELF STORAGE FOOTPRINT: 38,300 SF PARCEL +/- 7.292 AC. LOWER LEVEL (FFE 723') UPPER LEVEL (FFE 733.33") PROP. 6' CHAIN LINK FENCE (SEE DETAIL CS6002) PROP. 6' WOOD PRIVACY FENCE (SEE DETAIL CS6002) PROP. 6' WOOD PRIVACY FENCE (SEE DETAIL CS6002) PROP. 6' WOOD PRIVACY FENCE (SEE DETAIL CS6002) 1 5'R15' R EXIST. GRAVEL10'16'30'30'40'85'EXIST. TREELINE EXTERIOR ACCESS UNITS EXTERIOR ACCESS UNITS 4 8'R 4 8' R 8'7' MIN.PROP. 20' WIDE FREDERICK WATER EASEMENT PROP. 20' WIDE FREDERICK WATER EASEMENT PROP. 20' WIDE FREDERICK WATER EASEMENT PROP. FIRE HYDRANT PROP. FDC SIAMESE CONNECTION PROPOSED DRY UTILITY BANK CONDUITS (SEE DETAIL) PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT WITH 6" GATE VALVE PROP. 6" GATE VALVE FCAPDOUBLE 4' SWING GATES EXTERIORACCESS UNITS34' FIRE LANE SIGN TYPE A FIRE LANE SIGN TYPE C FIRE LANE SIGN TYPE D FIRE LANE SIGN TYPE C FIRE LANE SIGN TYPE A FIRE LANE SIGN TYPE C FIRE LANE SIGN TYPE D FIRE LANE SIGN TYPE D PROP. 6" WOOD PRIVACY FNCE (SEE DETAIL CS6002) FIRE LANE SIGN TYPE D PROPOSED 6" WOOD PRIVACY FENCE (SEE DETAIL CS6002) WARRIOR DRIVE (SR-719) 125' R/W (40 MPH POSTED) MINOR ARTERIAL (INST. 020006555) V A . S EC . R T E . 6 4 2 T A S K ER RO AD ( V A - 2 7 7 ) 8 0 ' R /W ( 4 5 M PH PO S T ED )DB 8 3 0 PG 2 5 8 'MA JOR CO L L EC TOR FIRE LANE STRIPPING PIN 75-A-XXXX 7.29C AC ZONED B2 NO PARKING - FIRE LANE FIRE LANE STRIPPING 5'R5'R 54'R4 5 ' R 3'R 5 'R 30'R 67'R50'RPROP. PEDESTRIAN GATE U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-SITE BASE.dwg PLOTTED: 4/6/2016 4:40 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS1004SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF8 36 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 WORKLIFE SAFETY PLANPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONS00 60'120'NORTHSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRPPNo. 20674RONALD A. MISLOWSKY, JR. T MNOMAEW L OCGFOH R IV AINI RO FF SSIONAL E N G INE EER10/07/2021 72573073073 0 726726726726 726727727727727 727 7 2 7 7 2 7 7 2 7 7277287287287 2 8 72 8 72872872972972972972 9 7 2 9 7297 3 1 73 2 733734725 725 724724 726 727 72 7 715 715720 7 2 0725725725 7 2 5730730 714 7 1 4 7147147 1 4714716 71 6 717 71 7 71 8 71 8 71 9 7 1 9 721 721722 722723723 7 2 3 723 7 2 4724 7 2 4 724 724 724 726 72 6 727 727727 7 2 7 728728 728 728 729 729731731731 73173273273373373373473 4 7347 1 5 715720 7 2 5 7 2 5 72571 4714 71 6 71 7 71 8 71 9 721721 72 1 722722 72 272 3723723 723 723 72 4 724724726726727727 725726727728 EXISTING 8" WATERLINE PIN 75-A-104E 8.4986 ACRES ZONED B2 C2 C3 C4C5 C6N 48°46'27" W 372.48'N 31°19'24" E 7 9 8 . 5 3 ' N 37°03'11" E 227.22'S 73 °01 '21 " E 535 .49 ' 46.29' S 26°58'39" W S 41°13'33" W 807.16' N 28°47'59" E 67.61' LYNN DRIVE (46' R/W) PIN 75L-3-3-77AAUTUMN GLEN-FREDERICK COUNTY, VAHOMEOWNERS ASSOCIATION, INC. INST. 190004208ZONED RP PIN 75L-3-3-77A AUTUMN GLEN-FREDERICK COUNTY, VAHOMEOWNERS ASSOCIATION, INC.INST. 190004208 ZONED RP C1 25' FULL SCREEN INACTIVE BUFFER LINE 1 5'R15' R EXIST. GRAVEL10'16'30'30'40'85'EXIST. TREELINE PROP. TREELINE (TYP.) PROP. TREELINE (TYP.) 4 8'R 4 8' R 8' PROPOSED PROPERTY LINE WARRIOR DRIVE (SR-719) 125' R/W (40 MPH POSTED) MINOR ARTERIAL (INST. 020006555) V A . S EC . R T E . 6 4 2 T A S K ER RO AD ( V A - 2 7 7 ) 8 0 ' R /W ( 4 5 M PH PO S T ED )DB 8 3 0 PG 2 5 8 'MA JOR CO L L EC TOR PIN 75-A-XXXX 7.29C AC ZONED B2 NO PARKING - FIRE LANE 5'R5'R 54'R4 5' R 3'R 5 'R 30'R 67'R50'R7' MIN.0' FRONT YARD BUILDING SETBACK 0' SIDE YARD B U I L D I N G S E T B A C K 0' SIDE YARD BUILDING SETBACKRIDGERIDGERIDGERIDGERIDGEEXISTING BUILDINGS 25' ACTIVE CATEGORY B BUFFER 25' INACTIVE CATEGORY B BUFFER 35' FRONT YARD BUILDING SETBACK 50' FRONT YARD BUILDING SETBACK 25' ACTIVE CATEGORY B BUFFER LINE 25' ACTIVE CATEGORY B BUFFER 25' INACTIVE CATEGORY B BUFFER 25' INACTIVE CATEGORY B BUFFER LINE U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-GRADING BASE.dwg PLOTTED: 4/6/2016 4:40 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS1501SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF9 36 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 WORKOVERALL GRADING PLANPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONS00 60'120'NORTHSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRPPNo. 20674RONALD A. MISLOWSKY, JR. T MNOMAEW L OCGFOH R IV AINI RO FF SSIONAL E N G INE EER10/07/2021 725726727727728728729729725 725 724 724 726 727 72 7 715 715720 7 2 0 725725725 7 2 5730 714 7 1 4 7147147 1 4714716 717 71 8 71 8 71 9 7 1 9 721 721722 722723723 7 2 3 723 7 2 4724 7 2 4 724 724 724 726 72 6 727 7 2 7 728 728729731731731732 7 1 5 715720 7 2 5 72 5 72571 4714 71 6 71 7 71 8 71 9 721721 72 1 722722 72 272 3723723 723 723 72 4 724724726726727727 EXIST. SSWR MAIN INV. AT CONNECTION +/-709.26' CONNECTION BY FW AND 10' OF 4" SDR 35/26 726727 95.00' ACCESS ROAD BIOREMEDIATION FILTER (BR #4) EXISTING 8" WATERLINE 3 6 " C M P INV. (715.79)4" PVC INV. (721.97)15" CMPINV. (723.50) 4 8 " RC P INV. (721.74) 21"x15" RCPTOP (711.72)60" x36 " RCP INV. (707.20)15" CMPINV. (709.13) RIM (722.59) OUT (717.59) RIM(711.89) PIN 75-A-104E 8.4986 ACRES ZONED B2 LYNN DRIVE (46' R/W) 3 6 " R C P RIM (720.16)IN (707.46) OUT (707.26) 25' FULL SCREEN INACTIVE BUFFER LINE RIM (723.49)IN (716.19)OUT (716.09) EXIST. GRAVEL16'30'30'40'85'PROP. TREELINE (TYP.) 8' WARRIOR DRIVE (SR-719) 125' R/W (40 MPH POSTED) MINOR ARTERIAL (INST. 020006555) V A . S EC . R T E . 6 4 2 T A S K ER RO AD ( V A - 2 7 7 ) 8 0 ' R /W ( 4 5 M PH PO S T ED )DB 8 3 0 PG 2 5 8 'MA JOR CO L L EC TOR PIN 75-A-XXXX 7.29C AC ZONED B2 PROPOSED 18" DIAMETER STEEL CASING FOR FUTURE 8" DIAMETER SEWER CARRIER PIPE. INV. = 715.95' (WITH 25' PREBLAST) PROPOSED 18" DIAMETER STEEL CASING FOR FUTURE 8" DIAMETER SEWER CARRIER PIPE. INV. = 715.00' (WITH 25' PREBLAST)7' MIN.RIDGERIDGERIDGERIDGERIDGE HP 722.38 HP TC 722.93 BC 722.43 TC 721.02 BC 720.52 LP 722.50 HP TC 733.80 BC 733.30 LP TC 732.93 BC 732.43 HP TC 733.80 BC 733.30 LP TC 732.93 BC 732.43 HP TC 733.70 BC 733.20 LP TC 732.66 BC 732.16 LP TC 722.48 BC 721.98 HP TC 732.72 BC 732.22 720.05 LP TC 722.08 BC 721.68 721.21 LP TC 725.04 BC 724.54 724.07 LP TC 724.20 BC 723.70 723.23 HP TC 722.97 BC 722.47TC/BC 722.40 722.50 6" STEP INTO RISER ROOM TC 722.75 BC 722.25 722.85 722.50 719.75 720.75 PROP. NORTH AMERICAN GREEN P300 PERMANENT EROSION CONTROL BLANKET PROP. NORTH AMERICAN GREEN P300 PERMANENT EROSION CONTROL BLANKET IN-01 (DOUBLE INLET) (DI-2) GRATE 723.30 INV OUT 719.88 IN-02 (DI-2) GRATE 723.56 INV IN 719.25 INV OUT 719.1562' OF 15" HDPE @ 1.02%IN-04 (DI-2) GRATE 721.98 INV IN 718.69 INV IN 718.69 INV OUT 718.59 44' OF 15" HDPE @ 1.04 % MH-01 (MH-1) GRATE 721.60 INV IN 715.96 INV OUT 715.86 263' OF 18" HDPE @ 1.00% FES-01 (ES-1) INV IN 715.00 86' O F 1 8 " H D P E @ 1 . 0 0 % IN-03 (DI-7) GRATE 722.50 INV IN 719.34 INV OUT 719.24 55' OF 15" HDPE @ 1.00%IN-05 (DI-2) GRATE 732.93 INV IN 729.61 INV OUT 729.51 IN-06 (DI-2) GRATE 732.93 INV IN 727.71 INV IN 727.71 INV OUT 727.61 175' OF 15" HDPE @ 1.03% IN-07 (DI-2) GRATE 732.66 INV IN 726.03 INV OUT 725.93 152' OF 15" HDPE @ 1 . 0 4 % FES-02 INV IN 723.50 1 0 4 ' OF 1 5 " HDPE @ 2 . 3 4% OS-02 GRATE 719.00 INV OUT 714.00 73' OF 24" HDPE @ 1.02% MH-02 (MH-1) GRATE 723.20 INV IN (6") 716.15 INV IN (24") 713.25 INV OUT 713.15 FES-04 (ES-1) INV IN 711.59 145' OF 2 4 " H D P E @ 1 . 0 7 % MH-03 (MH-1) GRATE 726.00 INV OUT 715.69 FES-03 (ES-1) INV 714.47 1 3 7 ' O F 3 6 " HD P E @ 0 . 8 9% IN-08 (DI-1) GRATE 724.00 INV OUT 720.58 86' OF 15" HDPE @ 1.44% 6" PVC 6" PVC 6" PVC INV. 720.00 INV. 715.04 RD-01 RD-02 CO-02 CO-03 CO-04 CO-05 12" HDPE @ 1.03%12" HDPE @ 4.41%CLEAN OUT CLEAN OUT CLEAN OUT CLEAN OUT MH-05 36" NYOPLAST INLET RIM 721.30 INV IN 713.50 INV OUT 715.25 MH-06 36" NYOPLAST INLET RIM 272.00 INV IN 714.50 INV OUT 716.25 CLEAN OUT CLEAN OUT 12" UNDERGROUND ROOF DRAIN COLLECTOR 12" UNDERGROUND ROOF DRAIN COLLECTOR RD-03 DETENTION POND #2 BIORETENTION POND #2 BIORETENTION POND #3 35' FRONT YARD BUILDING SETBACK 50' FRONT YARD BUILDING SETBACK 25' ACTIVE CATEGORY B BUFFER LINE 25' INACTIVE CATEGORY B BUFFER LINE U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-GRADING BASE.dwg PLOTTED: 4/6/2016 4:40 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS1502SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF10 36 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 WORKGRADING PLAN (NORTHEAST)PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONS00 30'60'NORTHSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRPRIPRAP DESIGN COMPUTATIONS OUTLET NO.OUTLET PIPE Tailwater Condition RIP-RAP APRON PIPE DIA Pd (IN) Q (FT^3/SEC) STONEDIAMETE R (IN) THICK d (IN)STONE TYPE INITIAL WIDTH U/S (FT) TERMINAL WIDTH D/S (FT) LENGTH L (FT) FES-01 18 10.96 Minimum 6 12 Class AI 4.5 11.5 10 FES-02 15 4.17 Minimum 6 12 Class AI 3.75 7.25 6 FES-03 36 35.00 Maximum 6 12 Class AI 22 30 22 FES-04 24 9.17 Minimum 6 12 Class AI 6 11 9 FES-05 8 1.42 Minimum 6 12 Class AI 2 4.67 4 Note: Rip-Rap dimensions have been determined using Virginia Erosion and Sediment Control Handbook, Third Edition 1992, Plates 3.18-3 and 3.18-4 NOTE: ·BUILDING ROOF DRAINS SHALL BE PLACED AND ROUTED TO AVOID ALL DOORWAYS. ALL ROOF DRAINS SHALL CONNECT DIRECTLY TO AN UNDERGROUND COLLECTION SYSTEM AT THE BUILDING WALL. THE UNDERGROUND SYSTEM SHALL BE ROUTED TO THE STORM DRAINPIPES SHOWN ON THE PLANS. THESE ROOF DRAIN COLLECTOR PIPES SHALL MEET ALL REQUIREMENTS OF THE CURRENT BUILDING CODE.PNo. 20674RONALD A. MISLOWSKY, JR. T MNOMAEW L OCGFOH R IV AINI RO FF SSIONAL E N G INE EER10/07/2021 73073073 0 726726726726727 727 727 7 2 7 7 2 7 7 2 7 7277287 2 8 72 8 72872872972972 9 7 2 9 7297 3 1 73 2 733734730727727 728 728729731732 733733733734 73 4 734734 729728727726730727726730 73172772572873273273372872973172872 9 73 1 73172972873 1730730 730731APPROX. CENTERLINE OF EXIST. STREAM APPROX. LOCATIONOF EXIST. WETLAND 4 8 " RC P INV. (721.79) 4 8 " RC P INV. (721.74) PIN 75L-3-3-77AAUTUMN GLEN-FREDERICK COUNTY, VAHOMEOWNERS ASSOCIATION, INC. INST. 190004208ZONED RP PIN 75L-3-3-77AAUTUMN GLEN-FREDERICK COUNTY, VA HOMEOWNERS ASSOCIATION, INC.INST. 190004208 ZONED RP 10'EXIST. TREELINE PROP. TREELINE (TYP.) 0' FRONT YARD BUILDING SETBACK 0' SIDE YARD B U I L D I N G S E T B A C K 0' SIDE YARD BUILDING SETBACKRIDGEHP TC 732.44 BC 731.94 HP TC 732.78 BC 732.28 730.10 TC 731.38 BC 730.88 TC 732.14 BC 731.64 LP TC 731.07 BC 730.57 730.00 PROP. NORTH AMERICAN GREEN P300 PERMANENT EROSION CONTROL BLANKET OS-01 GRATE 729.00 INV OUT 726.50 44' OF 15" HDPE @ 0.78%IN-08 (DI-1) GRATE 724.00 INV OUT 720.58 6" PVC INV. 725.15 MH-04 (36" NYOPLAST INLET) RIM 730.50 INV IN 723.75 INV OUT 725.50 FES-05 (ES-1) INV IN 726.16 CO-01 CLEAN OUT 6" PVC DETENTION POND #1 BIORETENTION POND #1 25' ACTIVE CATEGORY B BUFFER 25' INACTIVE CATEGORY B BUFFER 25' ACTIVE CATEGORY B BUFFER 25' INACTIVE CATEGORY B BUFFER U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-GRADING BASE.dwg PLOTTED: 4/6/2016 4:40 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS1503SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF11 36 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 WORKGRADING PLAN (SOUTHWEST)PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONS00 30'60'NORTHSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRPRIPRAP DESIGN COMPUTATIONS OUTLET NO.OUTLET PIPE Tailwater Condition RIP-RAP APRON PIPE DIA Pd (IN) Q (FT^3/SEC) STONE DIAMETE R (IN) THICK d (IN)STONETYPE INITIAL WIDTH U/S (FT) TERMINAL WIDTH D/S (FT) LENGTH L (FT) FES-01 18 10.96 Minimum 6 12 Class AI 4.5 11.5 10 FES-02 15 4.17 Minimum 6 12 Class AI 3.75 7.25 6 FES-03 36 35.00 Maximum 6 12 Class AI 22 30 22 FES-04 24 9.17 Minimum 6 12 Class AI 6 11 9 FES-05 8 1.42 Minimum 6 12 Class AI 2 4.67 4 Note: Rip-Rap dimensions have been determined using Virginia Erosion and Sediment Control Handbook, Third Edition 1992, Plates 3.18-3 and 3.18-4 PNo. 20674RONALD A. MISLOWSKY, JR. T MNOMAEW L OCGFOH R IV AINI RO FF SSIONAL E N G INE EER10/07/2021 725726727727727 727 728728729729725 725 724 724 726 727 72 7 715 720725725725 7 2 5730 716 717 71 8 71 9 721 722 723723 723 7 2 4724 7 2 4 724 724 724 726 72 6 727 7 2 7 728 728729731731731732733733733 7 1 5 715720 7 2 5 7 2 5 72571 4714 71 6 71 7 71 8 71 9 721721 721 722722 72 272 3723723 723 723 72 4 724724726726727727PROP. SANITARY SEWER LATERAL723 723 726 727 7297317327 3 3 733 733 733732731729726725 730 7306" DIP6" DIP8" DIP8" DIP 8" DIP722 728 713714716718717719721722724726732731 729728 727 724 726 7227 2 4 721727 726 723 722 721 719 718 717 716 71871972172171 9 EXIST. 6" GAS LINE PROP. (2) 1.5" PVC CONDUITS TO SIGN PROP. APPROXIMATE LOCATION OF UNDERGROUND ELECTRIC. TO BE PROVIDED BY UTILITY PROVIDER ACROSS LYNN DR. EXIST. SSWR MAIN INV. AT CONNECTION +/-709.26' CONNECTION BY FW AND 10' OF 4" SDR 35/26 PROP. 20' DRAINAGE EASEMENT726724714 7127157207 2 4 725 PROP. 20' DRAINAGE EASEMENT 724728727726 7257 2 5 95.00' PROP. (2) 1.5" PVC CONDUITS TO SIGN 10.00' 12.95' ACCESS ROAD BIOREMEDIATION FILTER (BR #4) 72 6 72 7 7 2 3 EXISTING 8" WATERLINE 3 6 " C M P INV. (715.79)4" PVC INV. (721.97) 4 8 " RC P INV. (721.79) 4 8 " RC P INV. (721.74) INV. (707.20) INV. (709.13) RIM (722.59)OUT (717.59) RIM (723.80) OUT (711.90) RIM INV. (720.02) PIN 75-A-104E 8.4986 ACRES ZONED B2 LYNN DRIVE (46' R/W) 36" RCP 3 6 " R C P EX. 50' SHARED SEPARATION BUFFERDB 919 PG 1780 EX. SLOPE & DRAINAGE ESM'TDB 839 PG 258 EXIST. 15' BELL ATLANTIC VA ESM'TDB 885 PG 1620 RIM (720.16) IN (707.46)OUT (707.26) EXIST. 20' DRAINAGE ESMTDB 919 PG 1780 EXIST. 20' SANITARY SEWER ESMTDB 885 PG 245 RIM (723.49) IN (716.19)OUT (716.09) RIM (723.55)IN (717.05) OUT (716.81) EXIST. GRAVEL EXIST. 10' WATERLINE ESMTDB 919 PG 1780 WARRIOR DRIVE (SR-719) 125' R/W (40 MPH V A . S EC . R T E . 6 4 2 T A S K ER RO AD ( V A - 2 7 7 ) 8 0 ' R /W ( 4 5 M PH PO S T ED )DB 8 3 0 PG 2 5 8 'MA JOR CO L L EC TOR PIN 75-A-XXXX 7.29C AC ZONED B2 NO PARKING - FIRE LANE 6" DIP8" DIP 72 7 6" D I P 8" DIP6" DIPPROPOSED 18" DIAMETER STEEL CASING FOR FUTURE 8" DIAMETER SEWER CARRIER PIPE. INV. = 715.95' (WITH 25' PREBLAST) PROPOSED 18" DIAMETER STEEL CASING FOR FUTURE 8" DIAMETER SEWER CARRIER PIPE. INV. = 715.00' (WITH 25' PREBLAST)7' MIN.PRIVATEFWRIDGERIDGERIDGERIDGERIDGE 724 726724729728727726723 7 2 2 726726 724 721 724 715 720 720 7207 2 2 DETENTION POND #2 BIORETENTION POND #2 BIORETENTION POND #3 PROP. 2" GAS SERVICE CONNECTION PROP. GAS METER PROP. 2" GAS SERVICE BY GAS UTILITY PROVIDER PROP. 20' WIDE FREDERICK WATER EASEMENT PROP. 20' WIDE FREDERICK WATER EASEMENT PROP. 20' WIDE FREDERICK WATER EASEMENT PROP. FIRE HYDRANT PROP. FDC SIAMESE CONNECTION PROPOSED DRY UTILITY BANK CONDUITS (SEE DETAIL) PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT WITH 6" GATE VALVE PROP. 6" GATE VALVE PROP. WATER SERVICE WET TAP FOR HYDRANT (BY FREDERICK WATER) PROP. WATER MAIN FOR EXTENSION TO SITE; CUT IN 8X8 TEE (2) MJ LONG SOLID SLEEVES AND (3) GV'S (BY CONTRACTOR) PROP. FLUSHING ASSY AND 25' PREBLAST PROP. 6" COMBINED WATER SERVICE CONNECTION (RISER ROOM LAYOUT TO BE PROVIDED BY MEP DESIGNER) PROP. 8" GATE VALVE PROP. 45° ELBOW (TYP.) PROP. WATER MAIN EXTENSION TO REMAINDER PARCEL PROP. 45° ELBOW (TYP.) PROP. 8"X8"X6" DIP TEE PROP. HVAC UNITS PROP. HVAC UNITS (SEE GENERAL NOTE #1) PROP. 8" DIP WATER MAIN; 25' PREBLAST AND PLUGGED AT BOTH ENDS AND INSTALLED PER FW'S SPECIFICATIONS EXPLAIN STATUS OF DIRECT WATER LINE PROP. 45° ELBOW (TYP.) PROP. REDUCER PROP. 6" GATE VALVEPROP. 8"X8"X8" DIP TEE PROP. 6" GATE VALVE 423' OF 4" SDR 35/26 @ 2.00% 8' OF 4" SDR 35/26 @ 2.00% SSWR CO#2 RIM 724.00 INV IN 711.05 INV OUT 711.05 14' OF 4" SDR 35/26 @ 8.02%SSWR CO#1 RIM 722.92 INV IN 719.50 INV OUT 719.50 35' FRONT YARD BUILDING SETBACK 50' FRONT YARD BUILDING SETBACK 25' ACTIVE CATEGORY B BUFFER LINE 25' INACTIVE CATEGORY B BUFFER LINE WATER MAIN PROFILE HORIZONTAL SCALE: 1" = 1' VERTICAL SCALE: 1" = 0' 715 720 730 715 720 730 0+00727.9727.86727.1733.051+00728.3728.20729.0724.422+00725.4723.46725.8722.903+00726.3722.98726.6726.244+00726.3725.614+50 PROP. 8" CL 52 (TYP) DIP WATER MAIN PROP. GRADE EXIST. GRADE 48" COVER MIN.PROP. 15" HDPE STORMWATER PROP. 15" HDPE STORMWATER PROP. 8"X8"X8" DIP TEE PROP. 8" DIP WITH PLUG18" MIN.18" MIN.PROP. FLUSHING ASSY PROP. 8" CUT IN TEE, MJ LONG SOLID SLEEVES AND GV'S BY CONTRACTOR PROP. 45° HORIZONTAL FITTINGS PROP. 45° HORIZONTAL FITTINGS 48" COVER MIN.PROP. 8" DIP WITH PLUG U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-GRADING BASE.dwg PLOTTED: 4/6/2016 4:40 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS1701SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF12 36 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 WORKUTILITY PLANPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONSSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRP00 30'60'NORTHGENERAL NOTES: 1. HVAC UNITS SHALL NOT BE PLACED ON OR OVER FW EASEMENTS. WATER MAIN CONNECTION NOTES: CONTRACTOR SHALL: 1. TEST PIT THE EXISTING MAINS PER FREDERICK WATER INSPECTOR'S REQUIREMENTS 2. INSTALL JOINT RESTRAINTS ON EXISTING WATER MAIN PER CURRENT FREDERICK WATER REQUIREMENTS PRIOR TO SHUTDOWN 3. PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TO MINIMIZE SHUT DOWN TIME 4. HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISH TASKS PER FREDERICK WATER INSPECTOR'S REQUIREMENTS 5. PREPARE A WATER SHUTDOWN PLAN SATISFACTORY TO THE FREDERICK WATER INSPECTOR, FIREWATCH, NIGHT TIME WORK ECT. MAYBE REQUIRES 6. SCHEDULE SHUTDOWN WITH THE FREDERICK WATER INSPECTOR, FREDERICK COUNTY FIRE MARSHALL, AND ALL AFFECTED CUSTOMERS AT LEAST (7) DAYS IN ADVANCE, AND MAKE PREPARATIONS AS REQUIRED BY ALL PARTIES. 7. FREDERICK WATER WILL REQUIRE AN ADDITIONAL CUT-IN CONNECTION BY CONTRACTOR. CUT-IN TO INCLUDE (1) - 8" GV, (2) 12" GV'S, (2) MJ LONG SOLID SLEEVES. INSTALL JOINT RESTRAINTS ON EXISTING WATERMAIN PER VALUE REQUIREMENTS. LOCATION OF CUT IN CONNECTION ON LYNN DRIVE TO BE DETERMINED BY FW. WATER MAIN NOTES: 1. FIRE PROTECTION METER, BACKFLOW PREVENTION DEVICE, DOMESTIC WATER METER, VALVES, AND PIPING, INCLUDING ACCESS AND CLEARANCES, SHALL BE INSTALLED PER FREDERICK WATER'S INSPECTORS REQUIREMENTS.PNo. 20674RONALD A. MISLOWSKY, JR. T MNOMAEW L OCGFOH R IV AINI RO FF SSIONAL E N G INE EER10/07/2021 725726727727728728729729725 725 724 724 726 727 72 7 715 715720 7 2 0 725725725 7 2 5730 714 7 1 4 7147147 1 4714716 717 71 8 71 8 71 9 7 1 9 721 721722 722723723 7 2 3 723 7 2 4724 7 2 4 724 724 724 726 72 6 727 7 2 7 728 728729731731731732 7 1 5 715720 7 2 5 7 2 5 72571 4714 71 6 71 7 71 8 71 9 721721 72 1 722722 72 272 3723723 723 723 72 4 724724726726727727723723 726 727 7297317327 3 3 733 733 733732731729726725 730 730722 728 713714716718717719721722724726732731 729728 727 724 726 7227 2 4 721727 726 723 722 721 719 718 717 716 71871972172171 9 EXIST. 6" GAS LINE 724714 712715720724725 7247287277267 2 5 726727 12.95' ACCESS ROAD BIOREMEDIATION FILTER (BR #4) 72 6 72 7 7 2 3 EXISTING 8" WATERLINE 72 77' MIN.RIDGERIDGERIDGERIDGERIDGE 724 726724729728727726723 7 2 2 726726 724 721 724 715 720 720 7207 2 2 DETENTION POND #2 BIORETENTION POND #2 BIORETENTION POND #3 PROP. 20' WIDE FREDERICK WATER EASEMENT PROP. 20' WIDE FREDERICK WATER EASEMENT PROP. 20' WIDE FREDERICK WATER EASEMENT 35' FRONT YARD BUILDING SETBACK 50' FRONT YARD BUILDING SETBACK 25' ACTIVE CATEGORY B BUFFER LINE 25' INACTIVE CATEGORY B BUFFER LINE 34'RAMP UP MAX 10% RIM(711.89) PIN 75-A-104E 8.4986 ACRES ZONED B2 C2 C3 C4C5 C6 N 37°03'11" E 227.22'S 73 °01 '21 " E 535 .49 ' 46.29' S 26°58'39" W N 28°47'59" E 67.61' LYNN DRIVE (46' R/W) RAMP DOWN MAX 10% EX. 50' SHAREDSEPARATION BUFFER DB 919 PG 1780 C1 EX. SLOPE & DRAINAGEESM'T DB 839 PG 258 EXIST. 15' BELL ATLANTIC VA ESM'T DB 885 PG 1620 RIM (720.16)IN (707.46) OUT (707.26) 25' FULL SCREEN INACTIVE BUFFER LINE EXIST. 20' DRAINAGE ESMT DB 919 PG 1780 EXIST. 20' SANITARY SEWER ESMT DB 885 PG 245 EXIST. GRAVEL PROP. TREELINE (TYP.) EXIST. 10' WATERLINE ESMTDB 919 PG 1780 18'10' 10'8'8' 5' 34' WARRIOR DRIVE (SR-719) 125' R/W (40 MPH POSTED) MINOR ARTERIAL (INST. 020006555) V A . S EC . R T E . 6 4 2 T A S K ER RO AD ( V A - 2 7 7 ) 8 0 ' R /W ( 4 5 M PH PO S T ED )DB 8 3 0 PG 2 5 8 'MA JOR CO L L EC TOR PIN 75-A-XXXX 7.29C AC ZONED B2 PROP. ACCESS EASEMENT PROP. 30' X15' SIGN EASEMENT 96 LF ESM'T S LANDSCAPE BUFFER B 20 LF ESM'T20 LF ESM'T 25'CATEGORY BACTIVEBUFFER25'CATEGORY BINACTIVEBUFFERLANDSCAPE BUFFER CU:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-LANDSCAPE.dwg PLOTTED: 4/6/2016 4:40 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS2001SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF13 36 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 WORKLANDSCAPE PLAN (NORTHEAST)PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONSSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRP00 30'60'NORTHPNo. 20674RONALD A. MISLOWSKY, JR. T MNOMAEW L OCGFOH R IV AINI RO FF SSIONAL E N G INE EER10/07/2021 73073073 0 726726726726727 727 727 7 2 7 7 2 7 7 2 7 7277287 2 8 72 8 72872872972972 9 7 2 9 7297 3 1 73 2 733734730727727 728 728729731732 733733733734 73 4 734734 729728727726730727726730 73172772572873273273372872973172872 9 73 1 73172972873 1730730 7307310' FRONT YARD BUILDING SETBACK 0' SIDE YARD B U I L D I N G S E T B A C K 0' SIDE YARD BUILDING SETBACKRIDGEDETENTION POND #1 BIORETENTION POND #1 PROP. 20' WIDE FREDERICK WATER EASEMENT 25' ACTIVE CATEGORY B BUFFER 25' INACTIVE CATEGORY B BUFFER 25' ACTIVE CATEGORY B BUFFER 25' INACTIVE CATEGORY B BUFFER N 48°46'27" W 372.48'N 31°19'24" E 7 9 8 . 5 3 ' S 41°13'33" W 807.16' PIN 75L-3-3-77AAUTUMN GLEN-FREDERICK COUNTY, VAHOMEOWNERS ASSOCIATION, INC. INST. 190004208ZONED RP PIN 75L-3-3-77AAUTUMN GLEN-FREDERICK COUNTY, VA HOMEOWNERS ASSOCIATION, INC.INST. 190004208 ZONED RP EX. 50' COMMON SHARED BUFFER & SCREENING ESM'T.DB 919 PG 1780INST. 040011207 EX. DRAINAGE ESM'TINST. 020006555 EXIST. SANITARY SEWER ESMTINST. 040011207 EXIST. TREELINE PROP. TREELINE (TYP.) LANDSCAPE B U F F E R A SEE DETAIL, S H E E T C S 2 0 0 3 FOR PLANTING L A Y O U T 170 LFMATURE WOODLANDS25'CATEGORY BACTIVEBUFFER25'CATEGORY BINACTIVEBUFFERSEE NOTE #1 ON THIS SHEET U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-LANDSCAPE.dwg PLOTTED: 4/6/2016 4:40 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS2002SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF14 36 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 WORKLANDSCAPE PLAN (SOUTHWEST)PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONSSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRP00 30'60'NORTHNOTE: 1. A 50-WIDE STRIP OF MATURE WOODLANDS IS BEING PRESERVED TO SATISFY THE CATEGORY B TYPE FULL SCREEN BUFFER REQUIREMENT (§165-203.02(B)(3)) ALONG THE SOUTH/SOUTHWEST PROPERTY LINE.PNo. 20674RONALD A. MISLOWSKY, JR. T MNOMAEW L OCGFOH R IV AINI RO FF SSIONAL E N G INE EER10/07/2021 PROVIDE 3 PLANTS PER 10 LF (13 DECIDUOUS, 13 EVERGREEN, 13 SHRUBS) 6' HIGH OPAQUE FENCE SECTION 25' ACTIVE BUFFER 25' INACTIVE BUFFER 50' BUFFER PROPOSED SITEADJACENT SITE PLAN PROVIDE 3 PLANTS PER 10 LF (13 DECIDUOUS, 13 EVERGREEN, 13 SHRUBS) 50' 25' ACTIVE BUFFER 25' INACTIVE BUFFER 6' HIGH, OPAQUE FENCE PROPOSED SITE ADJACENT PROPERTY 10'5'2.5'2.5'U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-LANDSCAPE.dwg PLOTTED: 4/6/2016 4:40 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS2003SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF15 36 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 WORKLANDSCAPE NOTES & DETAILSPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONSSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRP50' ZONING DISTRICT BUFFER NOT TO SCALE GENERAL CONDITIONS:LANDSCAPE CALCULATIONS: OPEN SPACE / GREEN SPACE CALCULATIONS TOTAL SITE AREA 317,639.84 SF OPEN SPACE/GREEN SPACE REQUIRED 47,645.98 SF (15.00%) OPEN SPACE/GREEN SPACE PROVIDED 121,319.95 SF (38.19%) 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. SHRUBS SHALL BE REPLACED AT A SIZE CONSISTENT WITH THAT OF EXPECTED FOR SPECIES AND TIME SINCE INSTALLATION. 5. TREES SHALL BE REPLACED AT A SIZE OF 0.5" CALIPER ABOVE 2" FOR EVERY YEAR SINCE INSTALLATION UP TO 5" CALIPER. GENERAL LANDSCAPING NOTES: 1. NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK WATER EASEMENTS. 2. ALL LANDSCAPING SHALL COMPLY WITH SECTION§165-203.01 LANDSCAPING REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 3. OWNER WILL ACCEPT FOR REVIEW, SUBSTITUTIONS FOR ALL LANDSCAPING PROVIDED THEY SATISFY APPLICABLE REGULATIONS. 4. OUTDOOR STORAGE AREAS FOR RVS, BOATS, AND TRAILERS ARE EXEMPT FROM LANDSCAPING REQUIREMENTS (§165-201.10(H)). SHRUB PLANTING NOT TO SCALE 3x DIAMETER OF ROOT BALL OR CONTAINER SIZE 2" OF MULCH CREATE A SAUCER SHAPE WITH MULCH TO HOLD WATER SLOPE SIDES OF PLANTING HOLE REMOVE BURLAP OR WIRE BASKET FROM TOP 1/3 OF ROOT BALL TAMP SOIL AROUND ROOT BALL BASE FIRMLY TO PREVENTROOT BALL FROM SHIFTING PRUNE ONLY DAMAGEDOR DEAD BRANCHES TREE PLANTING NOT TO SCALE 3x DIAMETER OF ROOT BALL SET TRUNK PLUMB L DO NOT MULCH WITHIN 6" OF TRUNK 3" OF MULCH SLOPE SIDES OF PLANTING HOLE REMOVE BURLAP OR WIRE BASKET FROM TOP 1/3 OF ROOT BALL TAMP SOIL AROUND ROOT BALLBASE FIRMLY WITH FOOT PRESSURE TO PREVENT ROOT BALL FROMSHIFTING SECURE GUYS WITH RUBBERHOSE TO TRUNK PRUNE ONLY 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. 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 EVERGREEN TREE PLANTING NOT TO SCALE 3x DIAMETER OF ROOT BALL SET TRUNK PLUMB L DRIVE STAKES AT ANANGLE INSIDE OF SAUCER DO NOT MULCH WITHIN 6" OF TRUNK 3" OF MULCH CREATE A SAUCER SHAPE WITH MULCH TO HOLD WATER SLOPE SIDES OF PLANTING HOLE REMOVE BURLAP OR WIREBASKET FROM TOP1/3 OF ROOT BALL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURETO PREVENT ROOT BALL FROM SHIFTING PRUNE ONLY DAMAGED OR DEAD BRANCHES C ZONING BUFFERS LANDSCAPE BUFFER A BUFFER TYPE CATEGORY B, FULL SCREEN DISTANCE BUFFER WIDTH 50 LF (25' ACTIVE, 25' INACTIVE) TOTAL BUFFER LENGTH 1,436 LF LENGTH OF BUFFER CONTAINING 50' DEPTH OF MATURE WOODLANDS 170 LF LENGTH OF BUFFER CONTAINING EASEMENTS 136 LF REMAINING BUFFER LENGTH TO BE PLANTED 1130 LF REQUIRED PROVIDED PLANTS 339 (3 PER 10 LF) 339 (3 PER 10 LF) DECIDUOUS TREES (13 OF TOTAL)113 113 EVERGREEN TREES (13 OF TOTAL)113 113 SHRUBS (13 OF TOTAL)113 113 6' HIGH OPAQUE FENCE YES YES LANDSCAPE BUFFER A PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY TREES AS ACER SACCHARUM SUGAR MAPLE 1 1/4" CAL. MIN.PER DETAIL 29 AA AMELANCHIER ARBOREA DOWNY SERVICEBERRY 1 1/4" CAL. MIN.PER DETAIL 28 CC CERCIS CANADENSIS EASTERN REDBUD 1 1/4" CAL. MIN.PER DETAIL 28 QA QUERCUS ACUTISSIMA SAWTOOTH OAK 1 1/4" CAL. MIN.PER DETAIL 28 EVERGREEN TREES CJ CRYPTOMERIA JAPONICA JAPANESE CRYPTOMERIA 4' HT. MIN.PER DETAIL 38 PA PICEA ABIES NORWAY SPRUCE 4' HT. MIN.PER DETAIL 38 PS PINUS STROBUS EASTERN WHITE PINE 4' HT. MIN.PER DETAIL 37 SHRUBS AG ABELIA X GRANDIFLORA GLOSSY ABELIA 18" HT. MIN.PER DETAIL 29 IG ILEX GLABRA 'SHAMROCK'SHAMROCK INKBERRY 18" HT. MIN.PER DETAIL 28 JV JUNIPERUS VIRGINIANA 'HETZII'HETZ JUNIPER 18" HT. MIN.PER DETAIL 28 VR VIBURNUM RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 18" HT. MIN.PER DETAIL 28 NOTE: PLANTS SHALL BE INSTALLED PER BUFFER DETAIL, THIS SHEET AND PLANT TYPES SHALL BE DISTRIBUTED EVENLY THROUGHOUT THE LENGTH OF BUFFER. STORAGE FACILITIES, SELF-SERVICE SCREENING LANDSCAPE BUFFER B BUFFER LENGTH 463 LF REQUIRED PROVIDED PLANTS 77 (12' OC. X 2 ROWS 77 (12' OC. X 2 ROWS EVERGREEN TREES 77 77 LANDSCAPE BUFFER B & C PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY EVERGREEN TREES IN ILEX X NELLIE R STEVENS NELLIE R STEVENS HOLLY 4' HT. MIN.12' O.C. MAX.32 TO THUJA OCCIDENTALIS 'SMARAGD' SMARAGD ARBORVITAE 4' HT. MIN.12' O.C. MAX.48 TS THUJA STANDISHII X PLICATA 'GREEN GIANT'GREEN GIANT ARBORVITAE 4' HT. MIN.12' O.C. MAX.45 PARKING LOT PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY TREES ZS ZELKOVA SERRATA 'GREEN VASE' GREEN VASE JAPANESE ZELKOVA 1 1/4" CAL. MIN.AS SHOWN 8 THE FILTER MEDIA AND SURFACE COVER ARE THE TWO MOST IMPORTANT ELEMENTS OF A BIORETENTION FACILITY IN TERMS OF LONG-TERM PERFORMANCE. THE FOLLOWING ARE KEY FACTORS TO CONSIDER IN DETERMINING AN ACCEPTABLE SOIL MEDIA MIXTURE. 1. GENERAL FILTER MEDIA COMPOSITION. THE RECOMMENDED BIORETENTION SOIL MIXTURE IS GENERALLY CLASSIFIED AS A LOAMY SAND ON THE USDA TEXTURE TRIANGLE, WITH THE FOLLOWING COMPOSITION: O 85% TO 88% SAND; O 8% TO 12% SOIL FINES; AND O 3% TO 5% ORGANIC MATTER. IT MAY BE ADVISABLE TO START WITH AN OPEN-GRADED COARSE SAND MATERIAL AND PROPORTIONATELY MIX IN TOPSOIL THAT WILL LIKELY CONTAIN ANYWHERE FROM 30% TO 50% SOIL FINES (SANDY LOAM, LOAMY SAND) TO ACHIEVE THE DESIRED RATIO OF SAND AND FINES. AN ADDITIONAL 3% TO 5% ORGANIC MATTER CAN THEN BE ADDED. (THE EXACT COMPOSITION OF ORGANIC MATTER AND TOPSOIL MATERIAL WILL VARY, MAKING PARTICLE SIZE DISTRIBUTION AND RECIPE FOR THE TOTAL SOIL MEDIA MIXTURE DIFFICULT TO DEFINE IN ADVANCE OF EVALUATING THE AVAILABLE MATERIAL.) 2. P-INDEX. THE P-INDEX PROVIDES A MEASURE OF SOIL PHOSPHORUS CONTENT AND THE RISK OF THAT PHOSPHORUS MOVING THROUGH THE SOIL MEDIA. THE RISK OF PHOSPHORUS MOVEMENT THROUGH A SOIL IS INFLUENCED BY SEVERAL SOIL PHYSICAL PROPERTIES: TEXTURE, STRUCTURE, TOTAL PORE SPACE, PORE-SIZE, PORE DISTRIBUTION, AND ORGANIC MATTER. A SOIL WITH A LOT OF FINES WILL HOLD PHOSPHORUS WHILE ALSO LIMITING THE MOVEMENT OF WATER. A SOIL THAT IS SANDY WILL HAVE A HIGH PERMEABILITY, AND WILL THEREFORE BE LESS LIKELY TO HOLD PHOSPHORUS WITHIN THE SOIL MATRIX. A PRIMARY FACTOR IN INTERPRETING THE DESIRED P-INDEX OF A SOIL IS THE BULK DENSITY. SAXTON ET. AL. (1986) ESTIMATED GENERALIZED BULK DENSITIES AND SOIL-WATER CHARACTERISTICS FROM SOIL TEXTURE. THE EXPECTED BULK DENSITY OF THE LOAMY SAND SOIL COMPOSITION DESCRIBED ABOVE SHOULD BE IN THE RANGE OF 1.6 TO 1.7 G/CU. CM. THEREFORE, THE RECOMMENDED RANGE FOR BIORETENTION SOIL PINDEX OF BETWEEN 10 AND 30 CORRESPONDS TO A PHOSPHORUS CONTENT RANGE (MG OF P TO KG OF SOIL) WITHIN THE SOIL MEDIA OF 7 MG/KG TO 23 MG/KG. 3. CATION EXCHANGE CAPACITY (CEC). THE CEC OF A SOIL REFERS TO THE TOTAL AMOUNT OF POSITIVELY CHARGED ELEMENTS THAT A SOIL CAN HOLD; IT IS EXPRESSED IN MILLIEQUIVALENTS PER 100 GRAMS (MEQ/100G) OF SOIL. FOR AGRICULTURAL PURPOSES, THESE ELEMENTS ARE THE BASIC CATIONS OF CALCIUM (CA+2), MAGNESIUM (MG+2), POTASSIUM (K+1) AND SODIUM (NA+1) AND THE ACIDIC CATIONS OF HYDROGEN (H+1) AND ALUMINUM (AL+3). THE CEC OF THE SOIL IS DETERMINED IN PART BY THE AMOUNT OF CLAY AND/OR HUMUS OR ORGANIC MATTER PRESENT. SOILS WITH CECS EXCEEDING 10 ARE VA DEQ STORMWATER DESIGN SPECIFICATION NO. 9 BIORETENTION VERSION 1.9, MARCH 1, 2011 PAGE 25 OF 54 PREFERRED FOR POLLUTANT REMOVAL. INCREASING THE ORGANIC MATTER CONTENT OF ANY SOIL WILL HELP TO INCREASE THE CEC, SINCE IT ALSO HOLDS CATIONS LIKE THE CLAYS. 4. INFILTRATION RATE. THE BIORETENTION SOIL MEDIA SHOULD HAVE A MINIMUM INFILTRATION RATE OF 1 TO 2 INCHES PER HOUR (A PROPER SOIL MIX WILL HAVE AN INITIAL INFILTRATION RATE THAT IS SIGNIFICANTLY HIGHER). 5. DEPTH. THE STANDARD MINIMUM FILTER BED DEPTH RANGES FROM 24 AND 36 INCHES FOR LEVEL 1 AND LEVEL 2 DESIGNS, RESPECTIVELY, (18 TO 24 INCHES FOR RAIN GARDENS OR MICRO-BIORETENTION). IF TREES ARE INCLUDED IN THE BIORETENTION PLANTING PLAN, TREE PLANTING HOLES IN THE FILTER BED MUST BE AT LEAST 4 FEET DEEP TO PROVIDE ENOUGH SOIL VOLUME FOR THE ROOT STRUCTURE OF MATURE TREES. USE TURF, PERENNIALS OR SHRUBS INSTEAD OF TREES TO LANDSCAPE SHALLOWER FILTER BEDS. 6. FILTER MEDIA FOR TREE PLANTING AREAS. A MORE ORGANIC FILTER MEDIA IS RECOMMENDED WITHIN THE PLANTING HOLES FOR TREES, WITH A RATIO OF 50% SAND, 30% TOPOSOIL AND 20% ACCEPTABLE LEAF COMPOST. 7. MULCH. A 2 TO 3 INCH LAYER OF MULCH ON THE SURFACE OF THE FILTER BED ENHANCES PLANT SURVIVAL, SUPPRESSES WEED GROWTH, AND PRE-TREATS RUNOFF BEFORE IT REACHES THE FILTER MEDIA. SHREDDED, AGED HARDWOOD BARK MULCH MAKES A VERY GOOD SURFACE COVER, AS IT RETAINS A SIGNIFICANT AMOUNT OF NITROGEN AND TYPICALLY WILL NOT FLOAT AWAY. 8. ALTERNATIVE TO MULCH COVER. IN SOME SITUATIONS, DESIGNERS MAY CONSIDER ALTERNATIVE SURFACE COVERS SUCH AS TURF, NATIVE GROUNDCOVER, EROSION CONTROL MATTING (COIR OR JUTE MATTING), RIVER STONE, OR PEA GRAVEL. THE DECISION REGARDING THE TYPE OF SURFACE COVER TO USE SHOULD BE BASED ON FUNCTION, COST AND MAINTENANCE. STONE OR GRAVEL ARE NOT RECOMMENDED IN PARKING LOT APPLICATIONS, SINCE THEY INCREASE SOIL TEMPERATURE AND HAVE LOW WATER HOLDING CAPACITY. 9. MEDIA FOR TURF COVER. ONE ADAPTATION IS TO DESIGN THE FILTER MEDIA PRIMARILY AS A SAND FILTER WITH ORGANIC CONTENT ONLY AT THE TOP. LEAF COMPOST TILLED INTO THE TOP LAYERS WILL PROVIDE ORGANIC CONTENT FOR THE VEGETATIVE COVER. IF GRASS IS THE ONLY VEGETATION, THE RATIO OF COMPOST MAY BE REDUCED. BIORETENTION FILTER MEDIA AND SURFACE COVER BIORETENTION POND 1 TOTAL AREA OF BIORETENTION 2,263 SHRUBS PROVIDED (30" HIGH, 10' O.C.)7 HERBACEOUS/PERENNIALS PROVIDED (1 GAL. CONT. SPACING VARIES)443 BIO-RETENTION CALCULATIONS: PLANTING TEMPLATE: PERENNIAL GARDEN WITH SHRUBS BIORETENTION POND 2 TOTAL AREA OF BIORETENTION 2,335 SHRUBS PROVIDED (30" HIGH, 10' O.C.)13 HERBACEOUS/PERENNIALS PROVIDED (1 GAL. CONT. SPACING VARIES)365 BIORETENTION POND 3 TOTAL AREA OF BIORETENTION 3,913 SHRUBS PROVIDED (30" HIGH, 10' O.C.)19 HERBACEOUS/PERENNIALS PROVIDED (1 GAL. CONT. SPACING VARIES)698 OR PERENNIAL PLANTING DETAILGROUNDCOVER, ORNAMENTAL GRASS NOT TO SCALE BIORETENTION PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY SHRUBS CS CORNUS SERICEA RED TWIG DOGWOOD 30" HT. MIN.AS SHOWN 11 IV ILEX VERTICILATA WINTERBERRY 30" HT. MIN.AS SHOWN 14 IH ITEA VIRGINICA 'HENRY'S GARNET' HENRY'S GARNET VIRGINIA SWEETSPIRE 30" HT. MIN AS SHOWN 14 HERBACEOUS/PERENNIALS CP CALTHA PALUSTRIS MARSH MARIGOLD 1 GAL. CONT.18" O.C.434 CE CAREX ELATA 'AUREA'BOWLES GOLDEN SEDGE 1 GAL. CONT.24" O.C.301 CS CAREX STRICTA TUSSOCK SEDGE 1 GAL. CONT.18" O.C.235 IV IRIS VERSICOLOR BLUE FLAG IRIS 1 GAL. CONT.24" O.C. 241 LC LOBELIA CARDINALIS CARDINAL FLOWER 1 GAL. CONT.24" O.C.295 STORAGE FACILITIES, SELF-SERVICE SCREENING LANDSCAPE BUFFER C BUFFER LENGTH 287 LF REQUIRED PROVIDED PLANTS 48 (12' OC. X 2 ROWS 48 (12' OC. X 2 ROWS EVERGREEN TREES 48 48 PARKING LOT LANDSCAPING PERIMETER LANDSCAPING PARKING LOT IMPERVIOUS AREA 74,508 SF REQUIRED PROVIDED PERIMETER PARKING LOT SHADE TREES 7 (1 PER 10,000 SF)7 3' HIGH HEADLIGHT SCREENING NO NO INTERIOR LANDSCAPING TOTAL PARKING LOT AREA 5,278 SF PARKING SPACES 7 REQUIRED PROVIDED PARKING LOT LANDSCAPED AREA 264 SF (5.00%) 872 SF (15.95%) INTERIOR PARKING LOT SHADE TREES 1 (1 PER 10 SPACES)1 PNo. 20674RONALD A. MISLOWSKY, JR. T MNOMAEW L OCGFOH R IV AINI RO FF SSIONAL E N G INE EER10/07/2021 U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-LIGHTING.dwg PLOTTED: 4/6/2016 4:40 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS2201SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF16 36 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 WORKPHOTOMETRIC PLANPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONSSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRPNOTE: ALL LIGHTING WILL CONFIRM TO SECTION 165-201.07 OF THE ORDINANCE AND BE FULLY DOWNCAST, SHIELDED, AND FULLY CUTOFF PNo. 20674RONALD A. MISLOWSKY, JR. T MNOMAEW L OCGFOH R IV AINI RO FF SSIONAL E N G INE EER10/07/2021 EX. DRAINAGE ESM'T INST. 020006555 EXIST. GRAVEL 0+00 1+00 1+11 BP 0+00 EP 1+11.43 725726727727727 728728729729725 725 724724 726 727 72 7 7157 2 0 7 2 5 71 6 71 7 71 8 7 1 97217227 2 3 7 2 4 72 6 727727 7 2 7 728728 72672 4 7257267277280+001+002+003+004+005+006+006+21BP 0+00EP 6+21.040+001+002+003+004+005+005+36BP 0+00EP 5+36.02621.0' OF SIGHT D I S T A N C E 536.0' OF SIGH T D I S T A N C E 72 6 72 7 7 2 3 72 7 RIDGE 724 726724729728727726 PROP ENTRANCE 1.21 MI NORTH EAST OF FAIRFAX PIKE AND WARRIOR DRIVE INTERSECTION PROP ENTRANCE 0.14 MI SOUTH WEST OF TASKER ROAD AND WARRIOR DRIVE INTERSECTION WARRIOR DRIVE (SR-719) 125' R/W (40 MPH POSTED) MINOR ARTERIAL (INST. 020006555)67'R12.0'48.0'12.0'48.0' PROP. TYPE CG-6 CURB & GUTTER PROP. TYPE CG-6 CURB & GUTTER EXTEND TO TAPER PROP. PAINTED STRAIGHT AND RIGHT TURN ARROWPROP. STOP SIGN PROP. SOLID WHITE LINE PROP. MULTI TENANT SIGN MAX HEIGHT 15' MAX AREA 100 SF PROP. ACCESS EASEMENT PROP. 30' X15' SIGN EASEMENT PROP. MILL AND OVERLAY LOCATION OF EYE LOCATION OF OBJECT LOCATION OF OBJECT PROP. VDOT STANDARD ENTRANCE CG-11 PROP. FULL DEPTH PAVEMENT STORMWATER BIORETENTION ENTRANCE ALIGNMENT 1 3+00 720 730 720 730STA 0+00ELEV 726.08STA 1+01.40ELEV 725.80STA 1+11.43ELEV 726.47-0+50 0+00726.1726.081+00725.7725.651+50EXIST. EDGE OF MEDIANEXIST. EDGE OF TRAVEL LANEEXIST. RIGHT-OF-WAYEXIST. EDGE OF TURN LANE2.7% 3.2 % 12.0'12.5' TURN LANE TRAVEL LANE 2% 1.0' SHOULDER 11.0' TRAVEL LANE 11.0' SHOULDER WARRIOR DRIVE SOUTH BOUND 2%2%2% APPROX. 14.0' EXIST. MEDIAN 2.0' DITCH 1.5" SURFACE COURSE (SM 12.5A) 3" BASE COURSE (BM25) 6" DENSE GRADED STONE (21B) COMPACTED SUBGRADE PROPOSED PAVEMENTEXISTING PAVEMENT 125' RIGHT OF WAY 6' MIN. DITCH FRONT SLOPE 2.0' DITCH 3:1 (MAX.)4:1 (MAX.) 2.5' CG-6 EXISTING GRADE PROPERTY LINE CG-6 TO BE CONSTRUCTED WHERE SHOWN ON PLANUD-4 ALIGNMENT RIGHT SITE DISTANCE 9+00 720 730 720 730 -1+00 0+00724.9724.94725.7725.731+00726.9726.85727.9727.942+00728.4728.37728.7728.673+00728.8728.77728.2728.244+00727.5727.46727.2727.165+00726.9726.92726.7726.686+00726.9726.897+00 8+00 PROP. GRADE EXIST. GRADE HEIGHT OF EYE HEIGHT OF OBJECT 3.5'3.5'621.0' OF SIGHT DISTANCE 710 720 730 710 720 730 -1+00 0+00724.9724.94724.0724.021+00723.1723.14722.0721.982+00720.7720.74719.2719.183+00717.9717.94716.6716.614+00716.0715.95715.8715.815+00715.5715.526+00 7+00 PROP. GRADE EXIST. GRADE HEIGHT OF EYE HEIGHT OF OBJECT 3.5'3.5'536.0' OF SIGHT DISTANCE U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-SITE BASE.dwg PLOTTED: 4/6/2016 4:40 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS2501SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF17 36 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 WORKWARRIOR DRIVE ROADWORK PLANPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONS00 40'80'NORTHSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRPENTRANCE PLAN SCALE: 1" = 40' WARRIOR DRIVE CROSS SECTIONS SCALE: NTS ENTRANCE ALIGNMENT HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1' RIGHT SITE DISTANCE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' LEFT SITE DISTANCE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5'NOTES: ·THE PROPOSED PAVEMENT DESIGN IS PRELIMINARY AND THE FINAL PAVEMENT DESIGN FOR ROUTE 719, WARRIOR DRIVE WILL BE BASED ON VDOT APPROVAL OF PAVEMENT DESIGN CALCULATION SUBMITTED USING ACTUAL FIELD CBR VALUES AND EXISTING PAVEMENT DEPTH FOR CORE SAMPLES ON ROUTE 719. ·LIMITS OF FULL DEPTH PAVEMENT WIDENING ALONG ROUTE 719 SHALL BE DETERMINED BY EXCAVATION IN THE PRESENCE OF A VDOT INSPECTOR AND MATCHING CORE SAMPLES REQUIRED PER WP-2 DETAIL. TYPICAL PAVEMENT WIDENING SECTION PNo. 20674RONALD A. MISLOWSKY, JR. T MNOMAEW L OCGFOH R IV AINI RO FF SSIONAL E N G INE EER10/07/2021 16'40' SEE FIGURE TTC-17.2 FOR CONSTRUCTION OF TAPER AND ENTRANCE 8' WARRIOR DRIVE (SR-719) 125' R/W (40 MPH POSTED) MINOR ARTERIAL (INST. 020006555)67'R12.0'48.0'12.0'48.0' PROP. TYPE CG-6 CURB & GUTTER PROP. TYPE CG-6 CURB & GUTTER EXTEND TO TAPER PROP. PAINTED STRAIGHT AND RIGHT TURN ARROW PROP. STOP SIGN PROP. SOLID WHITE LINE PROP. MULTI TENANT SIGN MAX HEIGHT 15' MAX AREA 100 SF PROP. ACCESS EASEMENT PROP. 30' X15' SIGN EASEMENT U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-SITE BASE.dwg PLOTTED: 4/6/2016 4:40 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS2701SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF18 36 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 WORKTRAFFIC MANAGEMENT PLANPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONS00 60'120'NORTHSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRPPNo. 20674RONALD A. MISLOWSKY, JR. T MNOMAEW L OCGFOH R IV AINI RO FF SSIONAL E N G INE EER10/07/2021 710 720 730 740 710 720 730 740 -1+00 0+00726.6726.04726.2723.891+00726.1722.78726.1723.292+00726.7722.02725.8721.953+00726.4721.71724.9721.574+00724.0721.24723.7721.015+00 6+00 15" HDPE @ 1.02% IN-01 GRATE 723.30 INV OUT 719.88 IN-02 GRATE 723.56 INV IN 719.25 INV OUT 719.15 15" HDPE @ 1.04% IN-04 GRATE 721.98 INV IN 718.69 INV IN 718.69 INV OUT 718.59 18" HDPE @ 1.00% MH-01 GRATE 721.60 INV IN 715.96 INV OUT 715.86 18" HDPE @ 1.00% FES-01 GRATE 716.72 INV IN 715.00 PROP. GRADE EXIST. GRADE 18" MIN.PROP. 8" DIP WATER MAIN MAX. 10-YR HGL PROP. 6" HYDRANT LEAD 18" MIN.PROP. 6" COMBINED BUILDING SERVICE 18" MIN.710 720 730 740 710 720 730 740 -1+00 0+00730.3730.27725.3725.261+00725.4725.39726.1726.062+00726.2726.19726.2726.243+00725.9725.86726.1726.144+00724.3724.33723.9723.855+00723.6723.556+00 IN-08 GRATE 724.00 INV OUT 720.58 15" HDPE @ 1.44% IN-03 GRATE 722.50 INV IN 719.34 INV OUT 719.24 15" HDPE @ 1.00% IN-04 GRATE 721.98 INV IN 718.69 INV IN 718.69 INV OUT 718.59 18" HDPE @ 1.00% MH-01 GRATE 721.60 INV IN 715.96 INV OUT 715.86 18" HDPE @ 1.00% FES-01 GRATE 716.72 INV IN 715.00 PROP. GRADE EXIST. GRADE PROP. 8" DIP WATER MAIN 18" MIN.MAX. 10-YR HGL PROP. 6" HYDRANT LEAD 18" MIN.PROP. 6" COMBINED BUILDING SERVICE 18" MIN.710 720 730 740 710 720 730 740 -1+00 0+00726.3726.35725.6725.581+00725.7725.74725.8725.772+00726.1726.13724.0724.013+00720.1720.15718.3718.294+00717.6717.57719.4719.385+00 6+00 IN-05 GRATE 732.93 INV IN 729.61 INV OUT 729.51 15" HDPE @ 1.03% IN-06 GRATE 732.93 INV IN 727.71 INV IN 727.71 INV OUT 727.61 15" HDPE @ 1.04% 15" HDPE @ 2 . 3 4 % IN-07 GRATE 732.66 INV IN 726.03 INV OUT 725.93 FES-02 GRATE 724.94 INV IN 723.50 EXIST. GRADE MAX. 10-YR HGL PROP. GRADE EXISTING SANITARY SEWER LINE U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-GRADING BASE.dwg PLOTTED: 4/6/2016 4:40 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS4001SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN SAK 6/7/2021 ESM SHEET APPROVED BY OF19 36 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 WORKSTORM SEWER PROFILESPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONSSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRPIN-01 TO FES-01 HORIZONTAL SCALE: 1"=50' VERTICAL SCALE: 1"=5' IN-08 TO FES-01 HORIZONTAL SCALE: 1"=50' VERTICAL SCALE: 1"=5' IN-05 TO FES-02 HORIZONTAL SCALE: 1"=50' VERTICAL SCALE: 1"=5' Element ID Number of Inlets Catchbasin Invert Elevation Max (Rim) Elevation Peak Flow Peak Flow Intercepted by Inlet Peak Flow Bypassing Inlet Inlet Efficiency During Peak Flow Max Gutter Gutter Spread During Peak Flow Max Gutter Water Elev. During Peak Flow Max Depth (ft)(ft)(cfs)(cfs)(cfs)(%)(ft)(ft)(ft) IN-01 2 719.88 723.30 2.63 N/A N/A N/A 5.21 723.61 0.31 IN-02 1 719.15 723.56 1.75 N/A N/A N/A 4.91 723.85 0.29 IN-03 1 719.24 722.50 1.99 1.87 0.12 94.15 4.11 722.73 0.23 IN-04 1 718.59 721.98 3.31 N/A N/A N/A 7.11 722.38 0.40 IN-05 1 729.51 732.93 0.70 N/A N/A N/A 2.82 733.12 0.19 IN-06 1 727.61 732.93 0.70 N/A N/A N/A 2.82 733.12 0.19 IN-07 1 725.93 732.16 0.35 N/A N/A N/A 2.14 732.31 0.15 IN-08 1 720.58 724.40 1.79 N/A N/A N/A 4.76 724.68 0.28 CO-01 6'curb cut N/A N/A 5.79 N/A N/A N/A N/A N/A 0.44 CO-02 5'curb cut N/A N/A 5.07 N/A N/A N/A N/A N/A 0.45 CO-03 3'curb cut N/A N/A 1.56 N/A N/A N/A N/A N/A 0.29 CO-04 4'curb cut N/A N/A 1.95 N/A N/A N/A N/A N/A 0.28 CO-05 3'curb cut N/A N/A 1.36 N/A N/A N/A N/A N/A 0.26 INLET SUMMARY TABLE PIPE SUMMARY TABLE From To Length Inlet Invert Elevation Outlet Invert Elevation Average Slope Diameter Peak Flow Design Flow Capacity Peak Flow/Design Flow Ratio Peak Flow Velocity Peak Flow Depth (HGL) Peak Flow Depth/ Total Depth Ratio (ft)(ft)(ft)(%)(in)(cfs)(cfs)(ft/sec)(ft) RD-02 IN-06 29.00 729.00 727.71 4.45 12 1.34 8.14 0.16 7.67 0.27 0.27 RD-01 IN-05 29.00 729.91 729.61 1.03 12 1.34 3.93 0.34 4.54 0.40 0.40 OS-01 FES-05 43.95 726.50 726.16 0.77 15 1.42 6.16 0.23 4.07 0.41 0.33 IN-01 IN-02 61.63 719.88 719.25 1.02 15 2.60 7.08 0.37 5.45 0.52 0.42 IN-02 IN-04 44.19 719.15 718.69 1.04 15 4.31 7.14 0.60 6.12 0.70 0.56 IN-04 MH-01 263.15 718.59 715.96 1.00 18 10.99 11.38 0.97 7.62 1.18 0.78 MH-01 FES-01 83.83 715.86 715.00 1.03 18 10.96 11.53 0.95 7.49 1.17 0.78 IN-03 IN-04 55.07 719.24 718.69 1.00 15 3.58 6.99 0.51 5.76 0.63 0.51 IN-05 IN-06 175.47 729.51 727.71 1.03 15 1.97 7.09 0.28 5.15 0.45 0.36 IN-06 IN-07 152.10 727.61 726.03 1.04 15 3.86 7.13 0.54 6.01 0.65 0.52 IN-07 FES-02 104.07 725.93 723.50 2.34 15 4.17 10.69 0.39 8.21 0.54 0.43 OS-02 MH-02 73.00 714.00 713.25 1.03 24 9.42 22.93 0.41 7.16 0.88 0.44 MH-02 FES-04 145.00 713.15 711.59 1.08 24 9.17 23.46 0.39 7.10 0.86 0.43 MH-03 FES-03 121.97 715.69 714.47 1 36 35 66.71 0.52 9.55 1.54 0.51 IN-08 IN-03 86.34 720.58 719.34 1.44 15 1.76 8.39 0.21 6.32 0.39 0.31 PNo. 20674RONALD A. MISLOWSKY, JR. T MNOMAEW L OCGFOH R IV AINI RO FF SSIONAL E N G INE EER10/07/2021 700 710 720 730 700 710 720 730 -1+00 0+00722.5722.49722.4722.371+00720.5720.49720.3720.352+00719.1719.15712.7712.733+00 4+00 MH-02 GRATE 723.20 INV IN 713.25 INV OUT 713.15 OS-02 GRATE 719.00 INV OUT 714.00 24" HDPE @ 1.02% 24" HDPE @ 1.07% FES-04 GRATE 713.83 INV IN 711.59 EXIST. GRADE PROP. GRADE MAX. 10-YR HGL 710 720 730 740 710 720 730 740 -1+00 0+00721.1721.11717.3717.291+00716.3716.27715.8715.812+00 3+00 MH-03 GRATE 726.00 INV OUT 715.69 36" HDPE @ 0.89% FES-03 GRATE 717.78 INV IN 714.47 MH-03 GRATE 726.00 INV OUT 715.69 FES-03 GRATE 717.78 INV IN 714.47 MH-03 GRATE 726.00 INV OUT 715.69 FES-03 GRATE 717.78 INV IN 714.47 MH-03 GRATE 726.00 INV OUT 715.69 FES-03 GRATE 717.78 INV IN 714.47 MH-03 GRATE 726.00 INV OUT 715.69 FES-03 GRATE 717.78 INV IN 714.47 MH-03 GRATE 726.00 INV OUT 715.69 FES-03 GRATE 717.78 INV IN 714.47 MH-03 GRATE 726.00 INV OUT 715.69 FES-03 GRATE 717.78 INV IN 714.47 MH-03 GRATE 726.00 INV OUT 715.69 FES-03 GRATE 717.78 INV IN 714.47 EXIST. GRADE PROP. GRADE MAX. 10-YR HGL 720 730 740 720 730 740 -1+00 0+00728.6728.57727.4727.431+00 2+00 FES-05 GRATE 727.60 INV IN 726.16 15" HDPE @ 0.78% OS-01 GRATE 729.00 INV OUT 726.50 EXIST. GRADE PROP. GRADE MAX. 10-YR HGL U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-GRADING BASE.dwg PLOTTED: 4/6/2016 4:40 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS4002SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN DTR 6/7/2021 ESM SHEET APPROVED BY OF20 36 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 WORKSTORM SEWER PROFILESPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONSSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRPOS-02 TO FES-04 HORIZONTAL SCALE: 1"=50' VERTICAL SCALE: 1"=5' MH-03 TO FES-03 HORIZONTAL SCALE: 1"=50' VERTICAL SCALE: 1"=5' 0S-01 TO FES-05 HORIZONTAL SCALE: 1"=50' VERTICAL SCALE: 1"=5'PNo. 20674RONALD A. MISLOWSKY, JR. T MNOMAEW L OCGFOH R IV AINI RO FF SSIONAL E N G INE EER10/07/2021 U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-DETAILS.dwg PLOTTED: 10/7/2021 3:09 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS6001SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF21 36 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 WORKSITE DETAILSPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONSSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRPTYPICAL PAVEMENT SECTIONS (HEAVY DUTY) ASPHALT PAVEMENT NTS 1 1 2" SURFACE COURSE (SM 12.5A) 3" BASE COURSE (BM25) COMPACTED SUBGRADE 6" DENSE GRADED STONE (21B) OUTDOOR STORAGE PAVEMENT SECTION NTS 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 PAN 1 1 2" SURFACE COURSE (SM 12.5A) 2" IM 19.0 COMPACTED SUBGRADE 6" DENSE GRADED STONE (21B) 10/07/2021 U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-DETAILS.dwg PLOTTED: 10/7/2021 3:09 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS6002SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF22 36 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 WORKSITE DETAILSPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONSSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRPHANDICAP SIGN DETAIL NOT TO SCALE NOT TO SCALE STOP SIGN - DETAIL NOT TO SCALE CHAIN LINK FENCE DETAIL 12"12"20"12"12"12"20" 100" REC 3-4" WASHINGTON GAS 1-10" COMCAST 2-4" VERIZON 2-4" NOT TO SCALE DRY UTILITY BANK - DETAIL 10/07/2021 U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-DETAILS.dwg PLOTTED: 10/7/2021 3:09 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS6021SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF23 36 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 WORKDRAINAGE DETAILSPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONSSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRPOS-01 OUTLET STRUCTURE DETAIL NOT TO SCALE PROP. 0.75" Ø ORIFICE @ ELEV. 726.50 AREA TO BE FILLEDWITH CONCRETE 4' X 4' BOX STRUCTURE NOTE: ALL CONCRETE TO BE 3,600 P.S.I. COMPRESSIVE STRENGTH. CONTECH TRASH RACK (SEE DETAIL THIS SHEET)6"6" AREA TO BE FILLEDWITH CONCRETE 4' X 4' BOX STRUCTURE INV. OUT 726.50 (15" RCP-OUTLET CULVERT)INV. OUT 726.50 (15" RCP-OUTLET CULVERT) FRONT VIEW SIDE VIEW 4" PVC PIPE 4" TEE SCREW TYPE PLUG TOP OF BANK ELEV. 731.00 36" GROUND SURFACE @ ELEV. 725.50 WATER QUALITY ORIFICE (SEE DETAIL THIS SHEET) GROUND SURFACE @ ELEV. 726.50 1.0'1.0'CROSS SECTION SCHEMATIC OF DRY DETENTION BASIN #1 NOT TO SCALE INFLOW 3 1 TOP OF BANK @ ELEV. 731.00 BOTTOM OF POND @ ELEV. 726.50 3 1 MAX STORAGE @ ELEVATION 728.610 (1-YEAR) MAX STORAGE @ ELEVATION 728.74 (2-YEAR) MAX STORAGE @ ELEVATION 729.20 (10-YEAR)MAX STORAGE @ ELEVATION 729.66 (100-YEAR) ANTI-SEEP COLLAR RISER SPILLWAY @ ELEV. 729.00 1.0' X 0.85' WEIR ENTRANCE INV. IN = 728.65 TOP OF RISER ELEV. 729.00 PERMANENT POOL OUTLET STRUCTURE WATER QUALITY (DRAW DOWN) ORIFICE DETAIL NOT TO SCALE 4" PVC CAP WITH DRILLED ORIFICE (1.75"Ø ORIFICE) 4" PVC DRAW DOWN TEE WITH TOP SCREEN 1.0' X 0.85' WEIR ENTRANCE INV. IN = 728.65 BIORETENTION #1 INFLOW @ ELEV. 730.00 TOP OF BANK @ ELEV. 731.00 CONTECH TRASH RACK (SEE DETAIL THIS SHEET) OS-02 OUTLET STRUCTURE DETAIL NOT TO SCALE PROP. 3" Ø ORIFICE @ ELEV. 714.00 AREA TO BE FILLEDWITH CONCRETE 4' X 4' BOX STRUCTURE NOTE: ALL CONCRETE TO BE 3,600 P.S.I. COMPRESSIVE STRENGTH. CONTECH TRASH RACK (SEE DETAIL THIS SHEET)6"6" AREA TO BE FILLEDWITH CONCRETE 4' X 4' BOX STRUCTURE INV. OUT 714.00 (24" RCP-OUTLET CULVERT) FRONT VIEW SIDE VIEW 4" PVC PIPE 4" TEE SCREW TYPE PLUG TOP OF BANK ELEV. 721.50 36" GROUND SURFACE @ ELEV. 713.00 WATER QUALITY ORIFICE (SEE DETAIL THIS SHEET) GROUND SURFACE @ ELEV. 714.00 1.75'1.75'CROSS SECTION SCHEMATIC OF DRY DETENTION BASIN #2 NOT TO SCALE 3 1 TOP OF BANK @ ELEV. 721.00 BOTTOM OF POND @ ELEV. 714.00 3 1 MAX STORAGE @ ELEVATION 717.19 (1-YEAR) MAX STORAGE @ ELEVATION 718.14 (2-YEAR) MAX STORAGE @ ELEVATION 718.92 (10-YEAR) MAX STORAGE @ ELEVATION 719.39 (100-YEAR) ANTI-SEEP COLLAR RISER SPILLWAY @ ELEV. 719.00 2.2' X 1.20' WEIR ENTRANCE INV. IN = 717.80 TOP OF RISER ELEV. 719.00 2.0' X 1.20' WEIR ENTRANCE INV. IN = 717.80 BIORETENTION #2 INFLOW @ ELEV. 719.75 TOP OF BANK @ ELEV. 721.75 CONTECH TRASH RACK (SEE DETAIL THIS SHEET) BIORETENTION #2 INFLOW @ ELEV. 720.75 TOP OF BANK @ ELEV. 721.50 MH-01 INFLOW @ ELEV. 715.25 3 1 3 1 CROSS SECTION SCHEMATIC OF TYPICAL LEVEL 1 BIORETENTION POND NOT TO SCALE INFLOW 3 1 TOP OF POND @ ELEV. D BOTTOM OF POND @ ELEV. A 3 1 SLOPE TO EXISTING GRADE OR PROPOSED BERM (SEE GRADING SHEETS) INVERT @ ELEV. B SLOPE TO EXISTING GRADE OR PROPOSED BERM (SEE GRADING SHEETS) UNDERDRAIN INVERT @ ELEV. E 3" SHREDDED HARDWOOD MULCH 24" SOIL MEDIA 3" CHOKER STONE, NO. 8 OR NO. 89 6" DIA. SCHD 40 PVC UNDERDRAIN PIPE OR SWALE IN OUTFLOW INVERT @ ELEV. C BOTTOM @ ELEV. F 2" NO 57 UNDERDRAIN STONE UNDER PIPE CROSS SECTION SCHEMATIC OF TYPICAL LEVEL 2 BIORETENTION POND NOT TO SCALE INFLOW 3 1 TOP OF POND @ ELEV. D BOTTOM OF POND @ ELEV. A 3 1 SLOPE TO EXISTING GRADE OR PROPOSED BERM (SEE GRADING SHEETS) INVERT @ ELEV. B SLOPE TO EXISTING GRADE OR PROPOSED BERM (SEE GRADING SHEETS) UNDERDRAIN INVERT @ ELEV. E 3" SHREDDED HARDWOOD MULCH 42" SOIL MEDIA 3" CHOKER STONE, NO. 8 OR NO. 89 6" DIA. SCHD 40 PVC UNDERDRAIN 12" NO 57 UNDERDRAIN STONE ABOVE PIPE PIPE OR SWALE IN OUTFLOW INVERT @ ELEV. C BOTTOM @ ELEV. F UNDERDRAIN INVERT @ ELEV. G 21" 3" NO 57 UNDERDRAIN STONE BED BELOW PIPE PROP. 36" NYOPLAST BASIN 6" DIA. SCHD 40 PVC UNDERDRAIN 2' WIDE FILTER FABRIC PLACED ON CHAKER STONE DIRECTLY OVER UNDERDRAIN 2' WIDE FILTER FABRIC PLACED ON CHAKER STONE DIRECTLY OVER UNDERDRAIN INV. OUT 714.00 (24" RCP-OUTLET CULVERT) 10/07/2021 U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-DETAILS.dwg PLOTTED: 10/7/2021 3:09 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS6022SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF24 36 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 WORKDRAINAGE DETAILSPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONSSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRP10/07/2021 U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-DETAILS.dwg PLOTTED: 10/7/2021 3:09 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS6041SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF25 36 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 WORKWATER DETAILSPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONSSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRP10/07/2021 U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-DETAILS.dwg PLOTTED: 10/7/2021 3:10 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS6051SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF26 36 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 WORKSANITARY SEWER DETAILSPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONSSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRP10/07/2021 APPROX. CENTERLINE OF EXIST. STREAM APPROX. LOCATIONOF EXIST. WETLAND 3 6 " C M P INV. (715.79) 24" R C P INV. (721.43)4" PVC INV. (721.97) TOP (723.94)15" CMPINV. (723.50) 4 8 " RC P INV. (721.79) 4 8 " RC P INV. (721.74) TOP (711.72) INV. (707.20)15" CMPINV. (709.13) RIM (713.43) RIM (722.59)OUT (717.59) RIM (723.80)OUT (711.90) RIM(711.89) INV. (720.31)INV. (720.33) INV. (720.02) PIN 75-A-104E 8.4986 ACRES ZONED B2 C2 C3 C4C5 C6N 48°46'27" W 372.48'N 31°19'24" E 7 9 8 . 5 3 ' N 37°03'11" E 227.22'S 73 °01 '21 " E 535 .49 ' 46.29' S 26°58'39" W S 41°13'33" W 807.16' N 28°47'59" E 67.61' LYNN DRIVE (46' R/W) 36" RCP 3 6 " R C P PIN 75L-3-3-77A AUTUMN GLEN-FREDERICK COUNTY, VAHOMEOWNERS ASSOCIATION, INC. INST. 190004208ZONED RP C1 RIM (720.16) IN (707.46)OUT (707.26) RIM (723.49)IN (716.19)OUT (716.09) RIM (723.55) IN (717.05)OUT (716.81) EXIST. GRAVEL WARRIOR DRIVE (SR-719) 125' R/W (40 MPH POSTED) MINOR ARTERIAL (INST. 020006555) V A . S EC . R T E . 6 4 2 T A S K ER RO AD ( V A - 2 7 7 ) 8 0 ' R /W ( 4 5 M PH PO S T ED )DB 8 3 0 PG 2 5 8 'MA JOR CO L L EC TOR PIN 75-A-XXXX 7.29C AC ZONED B2 72573073073 0 726726726726 726727727727727 727 7 2 7 7 2 7 7 2 7 7277287287287 2 8 72 8 728728729729729729729 7 2 9 7297 3 1 73 2 733734725 725 724724 726 727 72 7 715 715720 7 2 0725725725 7 2 5730730 714 7 1 4 714714716 71 6 717 71 7 71 8 71 8 71 9 7 1 9 721 721722 722723723 7 2 3 723 7 2 4724 7 2 4 724 724 724 726 72 6 727 727727 7 2 7 728728 728 728 729 729731731731 73173273373373373473 4 7347 1 5 715720 7 2 5 72 5 72571 4714 71 6 71 7 71 8 71 9 721721 721 722722 72 272 3723723 723 723 72 4 724724726726727727EXIST. 6" GAS LINE 725726727728 EXISTING 8" WATERLINE PROP. CONSTRUCTION ENTRANCEPROP. CONCRETE WASHOUT PROP. SEDIMENT BASIN PROP. LIMITS OF DISTURBANCE EXIST. DRAINAGE DIVIDE ST BOTTOM 724.0 OS-02 GRATE 719.00 DEWATER ORIFICE INV IN 717.00 INV OUT 714.00 73' OF 24" RCP @ 1.02% MH-02 RIM 723.20 INV IN 713.25 (MH-02 TO OS-02) INV OUT 713.15 (FES-04 TO MH-02) FES-04 INV IN 711.59 145' OF 2 4 " R C P @ 1 . 0 7 % 120' LONG BAFFLE 24" SLOPE DRAIN 24" SLOPE DRAIN TEMPORARY FILL DIVERSION TEMP. ROW DIVERSION IP 722721 719718717 716 715 714 723724 721722720 DEWATERING DEVICE (SEE SHEET CS8502)725 724 726 727 728 729 PROP. SUPER SILT FENCE U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-EROSION.dwg PLOTTED: 4/6/2016 4:40 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS8001SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF27 36 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 WORKPHASE-1 EROSION & SEDIMENTATION CONTROLPLANPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONS00 60'120'NORTHSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRPTable 3.13 Sediment Trap Key Design Aspects Trap Number ST Type (stone weir/pipe)stone Drainage area 1.3 Ac. Wet Storage Req 88 CY Wet Storage Prov 140 CY Dry Storage Req 88 CY Dry Storage Prov 154 CY Weir Width 8.00' Pipe Diameter N/A Weir/Pipe Elevations 729.00 Storage Depth 48.00 Cleanout Ele 727.00 Embankment ele 730.00 Trap Bottom Ele 725.00 NOTE: ALL PROPOSED PERVIOUS DISTURBED AREAS NOT SCHEDULED TO BE STABILIZED WITH LANDSCAPING AND MULCH SHALL BE STABILIZED WITH TOPSOIL (TO), PERMANENT SEEDING (PS), AND MULCH (MU). SEDIMENT BASIN DESIGN SUMMARY DRAINAGE AREA (Ac)5.53 WET STORAGE: REQUIRED VOLUME (67CY/Ac)371 PROVIDED VOLUME (CY)504 DEWATER ORIFICE INV. ELEV. (ft)717.00 CLEANOUT ELEV. (FT)715.8 DRY STORAGE: REQUIRED VOLUME (67CY/Ac)371 PROVIDED VOLUME (CY)580 RISER CREST ELEV. (FT)719.0 DIA. OF DEWATERING ORIFICE (IN)6 DIA. OF FLEXIBLE TUBING (IN)8 BASIN SHAPE: L/WE (NORTH INLET)0.46 BAFFLES REQUIRED ( YES/NO)YES RUNOFF: Q2 (CFS)10.95 Q25 (CFS)21.67 PRINCIPAL SPILLWAY: EMERGENCY SPILLWAY (YES/NO)NO REQUIRED SPILLWAY CAPACITY (CFS)24.84 RISER DIMENSIONS (IN)48X48 ACTUAL HEAD (FT)1.0 BARREL LENGTH UNDER EMBANKMENT (FT)73 HEAD ON BARREL (FT))6.2 BARREL DIA. (IN)24 TRASH RACK DIA. (IN)59.75X59.75 TRASH RACK HEIGHT (IN)7.5 DESIGN HIGH WATER (FT)719.46 FINAL DESIGN ELEVATION: TOP OF DAM (FT)721.50 DESIGN HIGH-WATER (FT)719.46 EMERGENCY SPILLWAY CREST (FT)N/A PRINCIPAL SPILLWAY CREST (FT)719.00 DEWATERING ORIFICE INVERT (FT)717.00 CLEANOUT ELEVATION (FT)715.80 UPSTREAM TOE OF DAM (FT)714.00 DEWATERING ORIFICE: h (FT) =1 STORAGE (S IN CF)=15,697 Q (CFS) (6 hours) =0.73 A (SF) =0.15 ORIFICE DIA.(IN) =6 PNo. 20674RONALD A. MISLOWSKY, JR. T MNOMAEW L OCGFOH R IV AINI RO FF SSIONAL E N G INE EER10/07/2021 APPROX. CENTERLINEOF EXIST. STREAM APPROX. LOCATIONOF EXIST. WETLAND 3 6 " C M P INV. (715.79) 24" R C P INV. (721.43)4" PVC INV. (721.97) TOP (723.94)15" CMPINV. (723.50) 4 8 " RC P INV. (721.79) 4 8 " RC P INV. (721.74) 21"x15" RCPTOP (711.72)40"x36" RCPINV. (709.01) TOP (711.16)60" x36 " RCP INV. (707.20)15" CMPINV. (709.13) RIM (713.43) RIM (722.59) OUT (717.59) RIM (723.80)OUT (711.90) RIM (711.89) INV. (720.31)INV. (720.33) INV. (720.02) PIN 75-A-104E 8.4986 ACRES ZONED B2 C2 C3 C4C5 C6N 48°46'27" W 372.48'N 31°19'24" E 7 9 8 . 5 3 ' N 37°03'11" E 227.22'S 73 °01 '21 " E 535 .49 ' 46.29' S 26°58'39" W S 41°13'33" W 807.16' N 28°47'59" E 67.61' LYNN DRIVE (46' R/W) 36" RCP 3 6 " R C P PIN 75L-3-3-77AAUTUMN GLEN-FREDERICK COUNTY, VAHOMEOWNERS ASSOCIATION, INC. INST. 190004208ZONED RP PIN 75L-3-3-77A AUTUMN GLEN-FREDERICK COUNTY, VAHOMEOWNERS ASSOCIATION, INC.INST. 190004208 ZONED RP C1 RIM (720.16)IN (707.46)OUT (707.26) RIM (723.49)IN (716.19) OUT (716.09) RIM (723.55) IN (717.05)OUT (716.81) 1 5'R15' R EXIST. GRAVEL EXIST. TREELINE 4 8'R 4 8' R PROPOSED PROPERTY LINE WARRIOR DRIVE (SR-719) 125' R/W (40 MPH POSTED) MINOR ARTERIAL (INST. 020006555) V A . S EC . R T E . 6 4 2 T A S K ER RO AD ( V A - 2 7 7 ) 8 0 ' R /W ( 4 5 M PH PO S T ED )DB 8 3 0 PG 2 5 8 'MA JOR CO L L EC TOR PIN 75-A-XXXX 7.29C AC ZONED B2 NO PARKING - FIRE LANE 5'R5'R 54'R4 5' R 3'R 5 'R 30'R 67'R50'R72573073073 0 726726726726 726727727727727 727 7 2 7 7 2 7 7 2 7 7277287287287 2 8 72 8 728728729729729729729 7 2 9 7297 3 1 73 2 733734725 725 724724 726 727 72 7 715 715720 7 2 0725725725 7 2 5730730 714 7 1 4 7147147 1 4714716 71 6 717 71 7 71 8 71 8 71 9 7 1 9 721 721722 722723723 7 2 3 723 7 2 4724 7 2 4 724 724 724 726 72 6 727 727727 7 2 7 728728 728 728 729 729731731731 73173273273373373373473 4 7347 1 5 715720 7 2 5 72 5 72571 4714 71 6 71 7 71 8 71 9 721721 72 1 722722 72 272 3723723 723 723 72 4 724724726726727727723723 726 727 7297317327 3 3 733 733 733732731729726725 730 730722 728 713714716718717719721722724726732731729728727 724 726 7227 2 4 721734 727 726 723 722 721 719 718 717 716 71871972172171 9729728727726724 714 7127157207307277267 2 4 725 730 731727724728727726 7257 2 5 72572672772873273273372872973172872 973 1 73172972873 1730730 73073172 6 72 7 7 2 3 EXISTING 8" WATERLINE I-26 NULL STRUCTURE 72 7 RIDGERIDGERIDGERIDGERIDGE724 726724729728727726723 7 2 2 726726 724 721 724 715 720 720 7207 2 2 EXISTING BUILDINGS IP IP IP IP IP IP IP IP OP OP OP IP OP OP IP U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-EROSION.dwg PLOTTED: 4/6/2016 4:40 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS8002SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF28 36 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 WORKPHASE-2 EROSION & SEDIMENTATION CONTROLPLANPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONS00 60'120'NORTHSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRPPNo. 20674RONALD A. MISLOWSKY, JR. T MNOMAEW L OCGFOH R IV AINI RO FF SSIONAL E N G INE EER10/07/2021 U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-DETAILS.dwg PLOTTED: 10/7/2021 3:11 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS8501SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF29 36 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 WORKEROSION AND SEDIMENTATION CONTROLDETAILSPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONSSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRPLONG 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 THE SITE IS LOCATED IN FREDERICK COUNTY, VIRGINIA, AT THE SOUTHWESTERN INTERSECTION OF TASKER ROAD AND WARRIOR DRIVE. THE SECURE STORE SELF-STORAGE PROJECT INVOLVES THE CONSTRUCTION OF A TWO STORY, CLIMATE CONTROLLED SELF STORAGE BUILDING WITH A BUILDING FOOTPRINT AREA OF 38,300 SF. THE PROJECT IS PROPOSED ON 7.30 AC+/- SUBDIVISION OF THE EXISTING 15.79 AC PARCEL. THE SITE WILL INCLUDE A SHARED ENTRANCE DRIVE OFF WARRIOR DRIVE AT AN EXISTING DRIVEWAY APRON, PARKING LOT, OUTDOOR STORAGE LOT, SWM PONDS, STORM DRAIN SYSTEM, WATER LINES, DRY UTILITIES, LANDSCAPING AND LIGHTING WIL ALSO BE BUILT. A TOTAL OF X.XX AC. WILL BE DISTURBED DURING CONSTRUCTION. EXISTING SITE CONDITIONS THE EXISTING SITE AREA IS 15.79 ACRES. THE SITE IS CURRENTLY VACANT PROPERTY. MOST OF THE SITE IS COVERED WITH DENSE TREE GROWTH OR TALL GRASS. THERE ARE THREE SMALL PONDS AND THE SITE GENERALLY DRAINS TO THE NORTH AND EAST. ADJACENT PROPERTY WARRIOR DRIVE BORDERS THE PROPERTY TO THE EAST. TASKER ROAD BORDERS THE SITE TO THE NORTH. PARTS OF THE AUTUMN GLEN OPEN SPACE AREAS AND LYNN DRIVE BORDER THE SITE TO THE WEST AND SOUTH. OFF-SITE AREAS OFF-SITE AREAS INCLUDE IMPOROVEMENTS TO WARRIOR DRIVE TO CONSTRUCT A LEFT IN AND RIGHT IN TURN LANES AND AN EXTENSION OF A SIDEWALK ALONG THE PROJECT'S LYNN DRIVE FRONTAGE. SOILS AND GEOLOGY THE SITE IS PREDOMINANTLY WITHIN THE CLEARBROOK CHANNERY SILT LOAM (85%) WITH A SMALL AREA ADJACENT TO TASKER ROAD BEING LOCATED WITHIN WEIKERT-BERKS CHANNERY SILT LOAM (15%). CRITICAL AREAS CRITICAL AREAS, IF ANY, CONSIST OF 2.5 OR 3:1 SLOPES. THESE SLOPES HAVE THE POTENTIAL FOR GREATER EROSION AND SHALL BE IMMEDIATELY STABILIZED AFTER REACHING FINAL GRADE. AN EXISTING STREAM IS LOCATED ON THE SOUTH SIDE OF THE SITE RUNNING WEST TO EAST. THERE IS NO STREAM DISTURBANCE PROPOSED AS PART OF THIS DEVELOPMENT. THE CONTRACTOR IS TO ENSURE THAT NO SEDIMENT LADEN RUNOFF IS TO ESCAPE THE PROJECT AREA INTO THIS CHANNEL. 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 SUPER SILT FENCE 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 PHASE I PLAN TO PREVENT MUD AND DEBRIS FROM BEING TRACKED ONTO ROADWAYS. SUPER 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. INLET (3.07 & 3.08) AND OUTLET PROTECTION (3.18) SHALL BE INSTALLED AS SHOWN. TEMPORARY DIVERSION DIKES (3.09) AND TEMPORARY RIGHT-OF-WAY DIVERSIONS (3.11) SHALL BE INSTALLED TO DIVERT RUNOFF FROM UPSLOPE AREAS TO A STABILIZED OUTLET THROUGH THE SEDIMENT TRAP AND SEDIMENT BASIN. DIVERSION DIKES SHALL BE LINED WITH EC-2 FOR STABILIZATION. SEDIMENT TRAP (3.13) SHALL BE CONSTRUCTED TO DETAIN SEDIMENT-LADEN RUNOFF LONG ENOUGH TO ALLOW THE MAJORITY OF SEDIMENT TO SETTLE OUT. ROCK CHECK DAMS (3.20) SHALL BE CONSTRUCTED TO SLOW DOWN RUNOFF AND REMOVE SEDIMENT ALONG THE SWALE. PHASE II: ALL CONTROLS INSTALLED IN PHASE I SHOULD REMAIN UNTIL UPLAND DRAINAGE AREAS STABILIZED. ADDITIONAL INLET (3.07 & 3.08) AND OUTLET PROTECTION (3.18) SHALL BE INSTALLED AS SHOWN. 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. 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 THESE REGULATIONS. f) APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 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 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 dissipators 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 19. 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. 10/07/2021 U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-DETAILS.dwg PLOTTED: 10/7/2021 3:11 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS8502SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF30 36 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 WORKEROSION & SEDIMENTATION CONTROL DETAILSPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONSSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRP73 LF 24" HDPE CROSS SECTION SCHEMATIC OF SEDIMENT BASIN NOT TO SCALE 3 1 TOP OF BANK @ ELEV. 721.50 BOTTOM OF SEDIMENT BASIN @ ELEV. 714.00 3 1 CLEANOUT @ ELEVATION 715.8' WET STORAGE @ ELEVATION 717.0 (6" DEWATERING DEVICE) DRY STORAGE @ ELEVATION 719.00 DESIGN HIGHWATER @ ELEVATION 719.46 (25-YEAR) ANTI-SEEP COLLAR RISER SPILLWAY @ ELEV. 719.00 TOP OF BANK @ ELEV. 721.50 PERMANENT ORIFICE AND WEIR TO BE PLUGGED WHILE BASIN IS USED AS SB DESIGN HIGHWATER @ ELEVATION 719.64 (100-YEAR) DEWATERING DEVICE 10/07/2021 U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-DETAILS.dwg PLOTTED: 10/7/2021 3:11 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS8503SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF31 36 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 WORKEROSION & SEDIMENTATION CONTROL DETAILSPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONSSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRPCONCRETE WASHOUT TYPE "ABOVE GRADE" WITH EARTHEN BERMS 10/07/2021 PIN 75-A-104E 8.4986 ACRES ZONED B2 LYNN DRIVE (46' R/W) PROP. SELF STORAGE FOOTPRINT: 38,300 SF PARCEL +/- 7.292 AC. LOWER LEVEL (FFE 723') UPPER LEVEL (FFE 733.33") EXIST. GRAVEL EXTERIOR ACCESS UNITS EXTERIOR ACCESS UNITS FCAPEXTERIORACCESS UNITSPROPOSED PROPERTY LINE V A . S EC . R T E . 6 4 2 T A S K ER RO AD ( V A - 2 7 7 ) 8 0 ' R /W ( 4 5 M PH PO S T ED )DB 8 3 0 PG 2 5 8 'MA JOR CO L L EC TOR PIN 75-A-XXXX 7.29C AC ZONED B2 NO PARKING - FIRE LANE PIN 75-A-104E 8.4986 ACRES ZONED B2 LYNN DRIVE (46' R/W) PROP. SELF STORAGE FOOTPRINT: 38,300 SF PARCEL +/- 7.292 AC. LOWER LEVEL (FFE 723') UPPER LEVEL (FFE 733.33") EXIST. GRAVEL EXTERIOR ACCESS UNITS EXTERIOR ACCESS UNITS FCAPEXTERIORACCESS UNITSPROPOSED PROPERTY LINE V A . S EC . R T E . 6 4 2 T A S K ER RO AD ( V A - 2 7 7 ) 8 0 ' R /W ( 4 5 M PH PO S T ED )DB 8 3 0 PG 2 5 8 'MA JOR CO L L EC TOR PIN 75-A-XXXX 7.29C AC ZONED B2 NO PARKING - FIRE LANE U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-SITE BASE.dwg PLOTTED: 4/6/2016 4:40 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS9801SECURE STORE SELF-STORAGETASKER ROAD & WARRIOR DRIVESTEPHENS CITY, VA 22655625 MAIN STREET, SUITE 103WINDERMERE, FL 34786SECURE STORESSTOR20001 AS SHOWN KNB 6/7/2021 ESM SHEET APPROVED BY OF32 36 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 WORKVEHICLE CIRCULATION PLANPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493BYNO.DATEREVISIONS00 60'120'NORTHSAK107/23/21REVS. PER VDOT CHECKLISTSAK208/23/21REVS. PER TOWN COMMENTSCRP309/27/21REVS. PER FREDERICK WATER COMMENTS09/30/214REVS. PER FREDERICK WATER COMMENTSCRPVEHICLE CIRCULATION - CLOCKWISE SCALE: 1" = 60' VEHICLE CIRCULATION - COUNTER-CLOCKWISE SCALE: 1" = 60'PNo. 20674RONALD A. MISLOWSKY, JR. T MNOMAEW L OCGFOH R IV AINI RO FF SSIONAL E N G INE EER10/07/2021 PIN 75-A-104E8.4986 ACRESZONED B2LYNN DRIVE (46' R/W)PONDING WATERPONDING WATERPONDING WATERPONDING WATER28'WARRIOR DRIVE (SR-719)125' R/W (40 MPH POSTED)MINOR ARTERIAL(INST. 020006555)VA.SEC. RTE. 642TASKER ROAD (VA-277)80' R/W (45 MPH POSTED)DB 830 PG 258'MAJOR COLLECTORPIN 75-A-XXXX7.29C ACZONED B27 2 5 730730 730726726 7 2 6 7 2 6 72 6 727 72 7 727 7277 2 7 727727727727 728 72 8 728 728728728728 729 729 729729 729729729 731732733734 7257257247247267277277157157207207257257 2 5725730 730 714714714 714 714714 716716717717718718719719721721 722722 72 3 7 2 3723 7237247247247 2 4 7247247 2 67267 2 7 727727 7277287287 2 872872972973173 1 731 731 732732 7 3 3 733 7 3 3 73 4734734 715715720725725725 71471471671771871972172172172272 2 722723723 7237 2 3723 724724724 726 72 6 727 727 7 2 5 7 2 6 7 2 7728 EXISTING 8" WATERLINEPOI #1TOTAL AREA 1.50 AC IMPERVIOUS AREA 0.00 ACPERVIOUS AREA 0.01 ACWOODED AREA 1.49 ACWEIGHTED CN = 77POI #2TOTAL AREA 7.36 AC IMPERVIOUS AREA 0.12 ACPERVIOUS AREA 4.46 ACWOODED AREA 2.78 ACWEIGHTED CN = 79SHALLOW CONC. FLOW490 LF @ 0.6%SHEET FLOW100 LF @ 1.5%SHALLOW CONC. FLOW250 LF @ 3.0%CHANNEL FLOW253 LF @ 0.3%SHALLOW CONC. FLOW392 LF @ 0.8%SHALLOW CONC. FLOW404 LF @ 3.0%SHEET FLOW100 LF @ 2.0%SHALLOW CONC. FLOW210 LF @ 3.6%CHANNEL FLOW265 LF @ 2.6%W41C9B9BEXISTING BUILDINGSPOI#1PRE-DEVELOPMENT DISCHARGES1-YR VOLUME = 3,694 CF1-YR FLOW = 0.68 CFS2-YR FLOW = 1.05 CFS10-YR- FLOW = 2.20 CFS100-YR FLOW = 4.56 CFSPOI#2PRE-DEVELOPMENT DISCHARGES1-YR VOLUME = 20,861 CF1-YR FLOW = 4.50 CFS2-YR FLOW = 6.69 CFS10-YR- FLOW = 13.34 CFS100-YR FLOW = 26.74 CFSU:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-STORM NETWORK.dwg PLOTTED: 4/6/2016 4:40 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS9201SECURE STORE SELF-STORAGE TASKER ROAD & WARRIOR DRIVE STEPHENS CITY, VA 22655 625 MAIN STREET, SUITE 103 WINDERMERE, FL 34786 SECURE STORESSTOR200011"=60'SAK6/7/2021ESMSHEETAPPROVED BYOF33 36DRAWN BYDRAWING SCALEDATEPROJECTALL DOCUMENTS PREPARED BY PENNONI ASSOCIATESARE INSTRUMENTS OF SERVICE IN RESPECT OF THEPROJECT. THEY ARE NOT INTENDED OR REPRESENTEDTO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ONTHE EXTENSIONS OF THE PROJECT OR ON ANY OTHERPROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATIONOR ADAPTATION BY PENNONI ASSOCIATES FOR THESPECIFIC PURPOSE INTENDED WILL BE AT OWNERSSOLE RISK AND WITHOUT LIABILITY OR LEGALEXPOSURE TO PENNONI ASSOCIATES; AND OWNERSHALL INDEMNIFY AND HOLD HARMLESS PENNONIASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES ANDEXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTOR AND OWNER MUST BE NOTIFIED OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK PRE-DEVELOPMENT WATERSHED PLAN PENNONI ASSOCIATES INC. 117 East Piccadilly Street Winchester, VA 22601T 540.667.2139 F 540.665.0493BYNO.DATE REVISIONS0060'120'N O R T H SAK107/23/21 REVS. PER VDOT CHECKLIST SAK208/23/21 REVS. PER TOWN COMMENTS CRP309/27/21 REVS. PER FREDERICK WATER COMMENTS 09/30/21 4 REVS. PER FREDERICK WATER COMMENTS CRP PNo. 20674RONALD A. MISLOWSKY, JR.TM N OM AEW LOC GFOHRIVAINIROFFSSIONALENGINE EER10/07/2021 34'PIN 75-A-104E8.4986 ACRESZONED B2LYNN DRIVE (46' R/W)34'WARRIOR DRIVE (SR-719)125' R/W (40 MPH POSTED)MINOR ARTERIAL(INST. 020006555)VA.SEC. RTE. 642TASKER ROAD (VA-277)80' R/W (45 MPH POSTED)DB 830 PG 258'MAJOR COLLECTORPIN 75-A-XXXX7.29C ACZONED B27 2 5 730730 730726726 7 2 6 7 2 6 72 6 727 72 7 727 7277 2 7 727727727727 728 72 8 728 728728728728 729 729 729729 729729729 731732733734 7257257247247267277277157157207207257257 2 5725730 730 714714714 714 714714 716716717717718718719719721721 722722 72 3 7 2 3723 7237247247247 2 4 7247247 2 67267 2 7 727727 7277287287 2 872872972973173 1 731 731 732732 7 3 3 733 7 3 3 73 4734734 715715720725725725 71471471671771871972172172172272 2 722723723 7237 2 3723 724724724 726 72 6 727 727 723 7237267277297 3 1 7 3 2 733733733733 732 731 729 726 7257 3 0 730 722728713714716718 717719 721722 724 726 732731729728727724726722 724721734727726723722721719718717716 71871972172 1 719729 728 727 726 724 714712715720 730727726 724725730731727 724728 727726725725 7 2 5 7 2 6 7 2 7728 732 732733728 729731728729731731729728731730730730731 726727723EXISTING 8" WATERLINE727RIDGERIDGERIDGERIDGE RI D G E 724726724729728727726 72372272 6 726724721724715720720720722POI#1POST-DEVELOPMENT DISCHARGES1-YR ENERGY BALANCE = 0.26 CFS1-YR VOLUME = 6,245 CF1-YR FLOW = 0.26 CFS2-YR FLOW = 0.38 CFS10-YR- FLOW = 1.59 CFS100-YR FLOW = 8.11 CFSPOI#2POST-DEVELOPMENT DISCHARGES1-YR ENERGY BALANCE = 1.96 CFS1-YR VOLUME = 37,299 CF1-YR FLOW = 1.96 CFS2-YR FLOW = 2.62 CFS10-YR- FLOW = 11.06 CFS100-YR FLOW = 33.56 CFSPOI #1 BYPASSTOTAL AREA 0.34 AC IMPERVIOUS AREA 0.00 ACPERVIOUS AREA 0.09 ACWOODED AREA 0.25WEIGHTED CN = 78POI #1 DETENTION BASIN #1TOTAL AREA 1.51 AC IMPERVIOUS AREA 0.84 ACPERVIOUS AREA 0.34 ACWOODED AREA 0.33 ACWEIGHTED CN = 89POI #2 BYPASSTOTAL AREA 1.48 AC IMPERVIOUS AREA 0.34 ACPERVIOUS AREA 1.05 ACWOODED AREA 0.09 ACWEIGHTED CN = 84POI #2 DETENTION BASIN #2TOTAL AREA 5.53 AC IMPERVIOUS AREA 3.75 ACPERVIOUS AREA 1.37 ACWOODED AREA 0.41 ACWEIGHTED CN = 92SHEET FLOW100 LF @ 2.0%SHALLOW CONC. FLOW61 LF @ 2.5%SHALLOW CONC. FLOW253 LF @ 3.7%CHANNEL FLOW436 LF @ 1.0%SHALLOW CONC. FLOW256 LF @ 1.25%CHANNEL FLOW265 LF @ 0.3%SHALLOW CONC. FLOW392 LF @ 0.8%SHEET FLOW92 LF @ 3.3%SHALLOW CONC. FLOW8 LF @ 1.0%SHEET FLOW100 LF @ 3.5%SHALLOW CONC. FLOW88 LF @ 1.0%SHALLOW CONC. FLOW407 LF @ 1.5%CHANNEL FLOW183 LF @ 1.0%CHANNEL FLOW450 LF @ 1.0%W41C9B9BEXISTING BUILDINGSSHEET FLOW100 LF @ 2.0%U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-STORM NETWORK.dwg PLOTTED: 4/6/2016 4:40 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS9301SECURE STORE SELF-STORAGE TASKER ROAD & WARRIOR DRIVE STEPHENS CITY, VA 22655 625 MAIN STREET, SUITE 103 WINDERMERE, FL 34786 SECURE STORESSTOR200011"=60'SAK6/7/2021ESMSHEETAPPROVED BYOF34 36DRAWN BYDRAWING SCALEDATEPROJECTALL DOCUMENTS PREPARED BY PENNONI ASSOCIATESARE INSTRUMENTS OF SERVICE IN RESPECT OF THEPROJECT. THEY ARE NOT INTENDED OR REPRESENTEDTO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ONTHE EXTENSIONS OF THE PROJECT OR ON ANY OTHERPROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATIONOR ADAPTATION BY PENNONI ASSOCIATES FOR THESPECIFIC PURPOSE INTENDED WILL BE AT OWNERSSOLE RISK AND WITHOUT LIABILITY OR LEGALEXPOSURE TO PENNONI ASSOCIATES; AND OWNERSHALL INDEMNIFY AND HOLD HARMLESS PENNONIASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES ANDEXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTOR AND OWNER MUST BE NOTIFIED OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK POST-DEVELOPMENT WATERSHED PLAN PENNONI ASSOCIATES INC. 117 East Piccadilly Street Winchester, VA 22601T 540.667.2139 F 540.665.0493BYNO.DATE REVISIONS0060'120'N O R T H SAK107/23/21 REVS. PER VDOT CHECKLIST SAK208/23/21 REVS. PER TOWN COMMENTS CRP309/27/21 REVS. PER FREDERICK WATER COMMENTS 09/30/21 4 REVS. PER FREDERICK WATER COMMENTS CRP PNo. 20674RONALD A. MISLOWSKY, JR.TM N OM AEW LOC GFOHRIVAINIROFFSSIONALENGINE EER10/07/2021 34'PIN 75-A-104E8.4986 ACRESZONED B2LYNN DRIVE (46' R/W)5'5'18' LANDSCAPE5'34'1'WARRIOR DRIVE (SR-719)125' R/W (40 MPH POSTED)MINOR ARTERIAL(INST. 020006555)VA.SEC. RTE. 642TASKER ROAD (VA-277)80' R/W (45 MPH POSTED)DB 830 PG 258'MAJOR COLLECTORPIN 75-A-XXXX7.29C ACZONED B27 2 5 730730 730726726 7 2 6 7 2 6 72 6 727 72 7 727 7277 2 7 727727727727 728 72 8 728 728728728728 729 729 729729 729729729 731732733734 7257257247247267277277157157207207257257 2 5725730 730 714714714 714 714714 716716717717718718719719721721 722722 72 3 7 2 3723 7237247247247 2 4 7247247 2 67267 2 7 727727 7277287287 2 872872972973173 1 731 731 732732 7 3 3 733 7 3 3 73 4734734 715715720725725725 71471471671771871972172172172272 2 722723723 7237 2 3723 724724724 726 72 6 727 727 723 7237267277297 3 1 7 3 2 733733733733 732 731 729 726 7257 3 0 730 722728713714716718 717719 721722 724 726 732731729728727724726722 724721734727726723722721719718717716 71871972172 1 719729 728 727 726 724 714712715720 730727726 724725730731727 724728 727726725725 7 2 5 7 2 6 7 2 7728 732 732733728 729731728729731731729728731730730730 12.95 ' 731 ACCESS ROADBIOREMEDIATIONFILTER (BR #4)726727723EXISTING 8" WATERLINE727RIDGERIDGERIDGERIDGE RI D G E 724726724729728727726 72372272 6 726724721724715720720720722DETENTION POND #1DETENTION POND #2BIORETENTIONPOND #1BIORETENTIONPOND #2BIORETENTIONPOND #3EXISTING BUILDINGSBIORETENTION #1(DRAINAGE AREA A)TOTAL AREA 1.07 AC IMPERVIOUS AREA 0.84 ACMANAGED TURF 0.23 ACFOREST/OPENSPACE 0.00 ACBIORETENTION #4(DRAINAGE AREA C)TOTAL AREA 0.44 AC IMPERVIOUS AREA 0.26 ACMANAGED TURF 0.18 ACFOREST/OPEN SPACE 0.00 ACBIORETENTION BYPASS #2TOTAL AREA 0.36 AC IMPERVIOUS AREA 0.00 ACMANAGED TURF 0.36 ACFOREST/OPEN SPACE 0.00 ACBIORETENTION BYPASS #1TOTAL AREA 3.16 AC IMPERVIOUS AREA 1.33 ACMANAGED TURF 1.83 ACFOREST/OPEN SPACE 0.00 ACBIORETENTION BYPASS #3TOTAL AREA 0.16 AC IMPERVIOUS AREA 0.07 ACMANAGED TURF 0.09 ACFOREST/OPEN SPACE 0.00 ACBIORETENTION #2(DRAINAGE AREA D)TOTAL AREA 1.15AC IMPERVIOUS AREA 0.85 ACMANAGED TURF 0.30 ACFOREST/OPENSPACE 0.00 ACBIORETENTION #3(DRAINAGE AREA B)TOTAL AREA 1.67 AC IMPERVIOUS AREA 1.44 ACMANAGED TURF 0.23 ACFOREST/OPENSPACE 0.00 ACU:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-STORM NETWORK.dwg PLOTTED: 4/6/2016 4:40 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS9302SECURE STORE SELF-STORAGE TASKER ROAD & WARRIOR DRIVE STEPHENS CITY, VA 22655 625 MAIN STREET, SUITE 103 WINDERMERE, FL 34786 SECURE STORESSTOR200011"=60'SAK6/7/2021ESMSHEETAPPROVED BYOF35 36DRAWN BYDRAWING SCALEDATEPROJECTALL DOCUMENTS PREPARED BY PENNONI ASSOCIATESARE INSTRUMENTS OF SERVICE IN RESPECT OF THEPROJECT. THEY ARE NOT INTENDED OR REPRESENTEDTO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ONTHE EXTENSIONS OF THE PROJECT OR ON ANY OTHERPROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATIONOR ADAPTATION BY PENNONI ASSOCIATES FOR THESPECIFIC PURPOSE INTENDED WILL BE AT OWNERSSOLE RISK AND WITHOUT LIABILITY OR LEGALEXPOSURE TO PENNONI ASSOCIATES; AND OWNERSHALL INDEMNIFY AND HOLD HARMLESS PENNONIASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES ANDEXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTOR AND OWNER MUST BE NOTIFIED OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK POST-DEVELOPMENT BIORETENTION DRAINAGE DELINE PENNONI ASSOCIATES INC. 117 East Piccadilly Street Winchester, VA 22601T 540.667.2139 F 540.665.0493BYNO.DATE REVISIONS0060'120'N O R T H SAK107/23/21 REVS. PER VDOT CHECKLIST SAK208/23/21 REVS. PER TOWN COMMENTS CRP309/27/21 REVS. PER FREDERICK WATER COMMENTS 09/30/21 4 REVS. PER FREDERICK WATER COMMENTS CRP SAK107/23/21 REVS. PER VDOT CHECKLIST SAK208/23/21 REVS. PER TOWN COMMENTS CRP309/27/21 REVS. PER FREDERICK WATER COMMENTS 09/30/21 4 REVS. PER FREDERICK WATER COMMENTS CRP PNo. 20674RONALD A. MISLOWSKY, JR.TM N OM AEW LOC GFOHRIVAINIROFFSSIONALENGINE EER10/07/2021 34'PIN 75-A-104E8.4986 ACRESZONED B2LYNN DRIVE (46' R/W)34'WARRIOR DRIVE (SR-719)125' R/W (40 MPH POSTED)MINOR ARTERIAL(INST. 020006555)VA.SEC. RTE. 642TASKER ROAD (VA-277)80' R/W (45 MPH POSTED)DB 830 PG 258'MAJOR COLLECTORPIN 75-A-XXXX7.29C ACZONED B27 2 5 730730 730726726 7 2 6 7 2 6 72 6 727 72 7 727 7277 2 7 727727727727 728 72 8 728 728728728728 729 729 729729 729729729 731732733734 7257257247247267277277157157207207257257 2 5725730 730 714714714 714 714714 716716717717718718719719721721 722722 72 3 7 2 3723 7237247247247 2 4 7247247 2 67267 2 7 727727 7277287287 2 872872972973173 1 731 731 732732 7 3 3 733 7 3 3 73 4734734 715715720725725725 71471471671771871972172172172272 2 722723723 7237 2 3723 724724724 726 72 6 727 727 723 7237267277297 3 1 7 3 2 733733733733 732 731 729 726 7257 3 0 730 722728713714716718 717719 721722 724 726 732731729728727724726722 724721734727726723722721719718717716 71871972172 1 719729 728 727 726 724 714712715720 730727726 724725730731727 724728 727726725725 7 2 5 7 2 6 7 2 7728 732 732733728 729731728729731731729728731730730730731 726727723EXISTING 8" WATERLINE727RIDGERIDGERIDGERIDGE RI D G E 724726724729728727726 72372272 6 726724721724715720720720722EXISTING BUILDINGSC=0.801.11CO-01C=0.540.51IN-08C=0.900.34IN-03C=0.770.39CO-04C=0.800.26CO-05C=0.900.23RD-02C=0.900.25RD-01C=0.900.12IN-05C=0.900.12IN-06C=0.900.06IN-07C=0.870.28CO-03C=0.851.00CO-02C=0.740.69IN-04C=0.900.30IN-02C=0.900.45IN-01C=0.900.39RD-03U:\Accounts\SSTOR\SSTOR20001 - Secure Store TM 75-A-104E\DESIGN\CS\SSTOR20001-CS-STORM NETWORK.dwg PLOTTED: 4/6/2016 4:40 PM, BY: Christopher Parrish PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS9303SECURE STORE SELF-STORAGE TASKER ROAD & WARRIOR DRIVE STEPHENS CITY, VA 22655 625 MAIN STREET, SUITE 103 WINDERMERE, FL 34786 SECURE STORESSTOR20001AS SHOWNKNB6/7/2021ESMSHEETAPPROVED BYOF36 36DRAWN BYDRAWING SCALEDATEPROJECTALL DOCUMENTS PREPARED BY PENNONI ASSOCIATESARE INSTRUMENTS OF SERVICE IN RESPECT OF THEPROJECT. THEY ARE NOT INTENDED OR REPRESENTEDTO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ONTHE EXTENSIONS OF THE PROJECT OR ON ANY OTHERPROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATIONOR ADAPTATION BY PENNONI ASSOCIATES FOR THESPECIFIC PURPOSE INTENDED WILL BE AT OWNERSSOLE RISK AND WITHOUT LIABILITY OR LEGALEXPOSURE TO PENNONI ASSOCIATES; AND OWNERSHALL INDEMNIFY AND HOLD HARMLESS PENNONIASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES ANDEXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTOR AND OWNER MUST BE NOTIFIED OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK INLET DRAINAGE AREA PENNONI ASSOCIATES INC. 117 East Piccadilly Street Winchester, VA 22601T 540.667.2139 F 540.665.0493BYNO.DATE REVISIONS0060'120'N O R T H SAK107/23/21 REVS. PER VDOT CHECKLIST SAK208/23/21 REVS. PER TOWN COMMENTS CRP309/27/21 REVS. PER FREDERICK WATER COMMENTS 09/30/21 4 REVS. PER FREDERICK WATER COMMENTS CRP PNo. 20674RONALD A. MISLOWSKY, JR.TM N OM AEW LOC GFOHRIVAINIROFFSSIONALENG INE EER10/07/2021