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Home My WebLink About35-18 Site Plan© 2018 Microsoft Corporation © 2018 HERE SITE U: \ A c c o u n t s \ R T E 3 7 \ R T E 3 7 1 8 0 0 1 - R t 3 7 S e l f S t o r a g e E x p a n s i o n \ D E S I G N \ _ S H E E T S \ S P \ C S 0 0 0 . d w g PL O T T E D : 12 / 1 8 / 2 0 1 8 1 : 1 5 P M , B Y : Do n o v a n V a r n e y PL O T S T Y L E : Pe n n o n i N C S . s t b PR O J E C T S T A T U S : -- - - BY NO . DA T E RE V I S I O N S RTE3718001 AS NOTED CJM 2018-08-15 DLF SHEET APPROVED BY OF1 24 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. AL L D I M E N S I O N S M U S T B E V E R I F I E D B Y C O N T R A C T O R AN D O W N E R M U S T B E N O T I F I E D O F A N Y DI S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H W O R K PREPARED FOR: OWNER/DEVELOPER RT. 37 SELF STORAGE, LLC 3862 VALLEY PIKE WINCHESTER, VA. 22602 (540) 869-9700 ROUTE 37 STORAGE SELF STORAGE EXPANSION SITE DEVELOPMENT PLAN SP-#35-18 FREDERICK COUNTY, VIRGINIA | BACK CREEK DISTRICT ORIG SUBMISSION DATE: 09-05-2018 REVISED 12-17-2018 LOCATION MAP Scale: 1" = 2000' NO R T H 11 - 1 4 - 1 8 1 R E V I S E D P E R A G E N C Y C O M M E N T S DK V 12 / 1 4 / 1 8 2 R E V I S E D P E R W A T E R A U T H O R I T Y C O M M E N T S DK V CALL 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 PE N N O N I A S S O C I A T E S I N C . 11 7 E a s t P i c c a d i l l y S t r e e t Wi n c h e s t e r , V A 2 2 6 0 1 T 54 0 . 6 6 7 . 2 1 3 9 F 54 0 . 6 6 5 . 0 4 9 3 PERMIT DRAWINGS CS000 DAVID L. FRANK Lic. No.1061 RO U T E 3 7 S T O R A G E SI T E D E V E L O P M E N T P L A N KA V A N A U G H D R . | W I N C H E S T E R , V A . 2 2 6 0 2 BA C K C R E E K D I S T R I C T RT . 3 7 S E L F S T O R A G E , L L C 38 6 2 V A L L E Y P I K E | W I N C H E S T E R , V A . 2 2 6 0 2 CO V E R S H E E T SHEET INDEX SHEET NO.TITLE DESC. 1 Cover Sheet 2 General Notes 3 Existing Conditions 4 Erosion and Sediment Control Plan Phase I 5 Erosion and Sediment Control Plan Phase II 6 Erosion and Sediment Control Narrative and Details 7 Erosion and Sediment Control Details 8 Overall Plan 9 Site Plan 10 Entrance and Sight Distance Profiles and Details 11 Grading & Drainage Plan 11A Grading & Drainage Plan 12 Storm Drain Profiles 13 Phase I Utilities - Fire Service City Of Winchester Public Utilities 14 Pre & Post-Developement Drainage Area Map 15 Stormwater Management Calculations 16 SWM Pond Plan & Profile 17 Life Safety Plan 18 Landscape Plan 19 Landscape Details 20 Lighting Plan 21 Lighting Details 22 Site Details 23 Site Details 24 Maintenance Of Traffic Plan 12-17-2018 U: \ A c c o u n t s \ R T E 3 7 \ R T E 3 7 1 8 0 0 1 - R t 3 7 S e l f S t o r a g e E x p a n s i o n \ D E S I G N \ _ S H E E T S \ S P \ C S 0 0 1 . d w g PL O T T E D : 12 / 1 8 / 2 0 1 8 1 : 1 6 P M , B Y : Do n o v a n V a r n e y PL O T S T Y L E : Pe n n o n i N C S . s t b PR O J E C T S T A T U S : -- - - BY NO . DA T E RE V I S I O N S RTE3718001 AS NOTED CJM 2018-08-15 DLF SHEET APPROVED BY OF2 24 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. AL L D I M E N S I O N S M U S T B E V E R I F I E D B Y C O N T R A C T O R AN D O W N E R M U S T B E N O T I F I E D O F A N Y DI S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H W O R K 11 - 1 4 - 1 8 1 R E V I S E D P E R A G E N C Y C O M M E N T S DK V 12 / 1 4 / 1 8 2 R E V I S E D P E R W A T E R A U T H O R I T Y C O M M E N T S DK V PE N N O N I A S S O C I A T E S I N C . 11 7 E a s t P i c c a d i l l y S t r e e t Wi n c h e s t e r , V A 2 2 6 0 1 T 54 0 . 6 6 7 . 2 1 3 9 F 54 0 . 6 6 5 . 0 4 9 3 RO U T E 3 7 S T O R A G E SI T E D E V E L O P M E N T P L A N KA V A N A U G H D R . | W I N C H E S T E R , V A . 2 2 6 0 2 BA C K C R E E K D I S T R I C T RT . 3 7 S E L F S T O R A G E , L L C 38 6 2 V A L L E Y P I K E | W I N C H E S T E R , V A . 2 2 6 0 2 GE N E R A L N O T E S PERMIT DRAWINGS CS001 12-17-2018 DAVID L. FRANK Lic. No.1061 SITE DEVELOPMENT SUMMARY DEVELOPER / OWNER LEIGHANN & LEE WHITACRE RT. 37 SELF STORAGE, LLC 3862 VALLEY PIKE WINCHESTER, VA. 22602 (540) 869-9700 SUBJECT PROPERTIES ROUTE 37 SELF STORAGE LLC INST# 180000415 CURRENT ZONING B2 CURRENT USE VACANT PIN 75-A-5 2.79 AC. DISTRICT BACK CREEK ADDRESS KAVANAUGH DRIVE PROPOSED USE SELF STORAGE FACILITY TOTAL SITE AREA 2.79 AC. DISTURBED AREA ON-SITE 2.79 AC DISTURBED AREA OFF-SITE NONE DISTURBED AREA VDOT R/W 0.81 AC. TOTAL DISTURBED 3.60 AC. TOTAL IMPERVIOUS 1.51 AC. BUILDINGS (GFA) 2 STORY BLDG. A 18,000 SF 1 STORY BLDG. B 5,250 SF 1 STORY BLDG C 3,600 SF 1 STORY BLDG.D 2,250 SF TOTAL 4 29,100 SF FLOOR AREA RATIO FAR ALLOWED 1.00 TOTAL FLOOR AREA 29,100 SF TOTAL SITE AREA 121,532 SF FAR PROVIDED 0.24 MAX. BUILDING HEIGHT 35 FT (BUILDING "A") MONUMENT SIGN:NONE PROPOSED AT THIS TIME (SEE NOTE #2 BELOW) AREA: 50 SF. (MAX) HEIGHT: 12' (MAX) YARDS & SETBACKS REQ. PROVIDED FRONT SETBACK 35'57.16' REAR SETBACK N/A 11.76' LEFT YARD N/A 57.11' RIGHT YARD N/A 70.75' PARKING REQUIRED 0 SPACES PROVIDED PARKING 23 SPACES (INCLUDING 2 HC) COMMERCIAL LOADING SPACES REQUIRED 0 SPACES PROVIDED 0 SPACES GENERAL 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. RECREATIONAL VEHICLES, BOATS, AND/OR OTHER VEHICLES WILL NOT BE STORED AS PART OF THE SELF-STORAGE FACILITY OPERATIONS. 6. NO OFFICE SPACE PROPOSED, THIS WILL BE AN UNMANNED FACILITY. 7. PER FREDERICK COUNTY BOARD OF SUPERVISORS GUIDANCE, ALL FACILITIES IN FREDERICK COUNTY SHALL RECEIVE WATER AND SEWER SERVICES FROM FREDERICK WATER. THE ALLOWANCE OF A FIRE CONNECTION FROM THE CITY OF WINCHESTER SHALL NOT BE CONSTRUED AS AN APPROVED VARIANCE FROM THIS GUIDANCE. THE DOMESTIC WATER METER SHOWN IS REQUIRED BY THE CITY OF WINCHESTER FOR FIRE CONNECTION BILLING PURPOSES AND SHALL NOT HAVE A PHYSICAL CONNECTION TO THE STRUCTURE. ANY FUTURE DOMESTIC WATER OR SEWER CONNECTIONS SHALL BE PROVIDED BY FREDERICK WATER. SF SQUARE FEET SEC SECTION RTE ROUTE ROW RIGHT-OF-WAY FT FEET POLYVINYL CHLORIDE REINFORCED CONCRETE PIPE VIRGINIA DEPARTMENT OF TRANSPORTATION WELDED WIRE MESH POINT OF VERTICAL INTERSECTION W/ FIRE HYDRANTF.H. WV WATER VALVE BEST MANAGEMENT PRACTICE BEGIN VERTICAL CURVE STATION BEGIN VERTICAL CURVE ELEVATION END VERTICAL CURVE STATIONEND VERTICAL CURVE ELEVATION DROP INLET DIAMETER DUCTILE IRON PIPE EROSION CONTROL ELEVATION END SECTION FINISHED FLOOR ELEVATION ELEV F.F.E. EVCS EX EVCE ES EXISTING DIP EA EC DIA DI EACH BENCHMARK CLEANOUT CONCRETECONC CL CO BVCS BVCE CLASS BLDG B.M. BMP BUILDING STR VERT WWM TYP VDOT RCP SHT STM PVC PVI STRUCTURE TYPICAL VERTICAL WITH SHEET STEAM HORIZ MECH MIN MSE INV MAX G.V. HORIZONTAL INVERT MAXIMUM MECHANICAL MINIMUM MECHANICALLY STABILIZED EARTH GATE VALVE AREA DRAINAD TRENCH DRAINTD LIMITS OF DISTURBANCELOD APPX.APPROXIMATELY OVERHEAD ELECTRICOHE UNDERGROUND ELECTRICUGE UGT UNDERGROUND TELEPHONE TELCO TELECOMMUNICATIONS WWF WELDED WIRE FABRIC CAST IRONCI STAINLESS STEELSS TREE PROTECTIONTP NORTH BOUND LANENBL SOUTH BOUND LANESBL BW BOTTOM OF WALL TOP OF WALLTW ON CENTER EACH WAYON CENTEROCOCEW PROP PROPOSED DIAMETERØ MANHOLEMH FOR FUEL OIL RETURN FOS FUEL OIL SUPPLY CWR CWS CHILLED WATER SUPPLY CHILLED WATER RETURN MECHANICAL, ELECTRICAL, PLUMBINGMEP ABBREVIATIONS MLP METAL LIGHT POLE MSP METAL SIGN POLE F.H. ASSY FIRE HYDRANT ASSEMBLY HANDICAP PARKINGHCP BUILDING RESTRICTION LINEBRL CG-6 SIDEWALK LIMITS OF CLEARING AND GRADING DESCRIPTION STORM SEWER WATERLINE 612.50 SPOT ELEVATION CONTOURS OVERHEAD ELECTRIC SANITARY SEWER WITH MANHOLE PROPERTY LINE UTILITY POLE SIGN POST EXISTING X (612.50) 542 LEGEND NEW GATE VALVE FIRE HYDRANT ASSEMBLY BUILDING SS 542 WATER METER SANITARY SEWER FORCEMAINS 540540 ROOF DRAINS UNDERGROUND ELECTRIC TELEPHONE MH WOODEN POST WOODEN TELEPHONE POLE WOODEN POWER POLE LIGHT POLE TREE LINE EXISTING CONDITIONS AND SURVEY NOTES 1. TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED MARCH 19, 2018. 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. CONSTRUCTION NOTES 1.THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM ALL WORK INCLUDING RESTORATION FOR ALL IMPROVEMENTS SHOWN OR IMPLIED AS NECESSARY 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 TRANSPORTATION, VIRGINIA DEPARTMENT OF HEALTH, ECONOMIC DEVELOPMENT AUTHORITY, AND THE CONTRACT DOCUMENTS. 2. 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. THE ENGINEER WILL APPROVE ALL CUT SHEETS. 3. CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE HOURS OF 8:00 AM TO 5:00 PM. 4. 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. 5. 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. 6. ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK PERFORMED OFFSITE IS THE CONTRACTOR'S RESPONSIBILITY. DUE TO THE PROXIMITY OF THE PROJECT TO EXISTING STRUCTURES AND UTILITIES, BLASTING WILL NOT BE ALLOWED. 7. CUTSHEETS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. ALL CUTSHEETS SHOULD SHOW EXISTING GROUND ELEVATIONS AT CENTERLINE OF UTILITY, STRUCTURE OR ROAD, AND OFFSET HUB ELEVATION. 8. 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. 9. 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. 10. 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. 11. 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 TOWN'S CONSTRUCTION STANDARDS & SPECIFICATIONS, AND TO THE SATISFACTION OF THE TOWN INSPECTOR. 12. ALL PRE-CAST CONCRETE STRUCTURES SHALL BE A MINIMUM 4000 PSI AT 28 DAYS. 13. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTMENT OF ALL UTILITY BOXES, VAULTS, OR OTHER APPURTENANCES TO NEW FINISHED GRADE ELEVATIONS. 14. CONTRACTOR TO RELOCATE ALL SIGNS AND UTILITIES REQUIRED FOR THIS WORK. 15. 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. 16. 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 THE TOWN UNLESS WRITTEN AUTHORIZATION IS RECEIVED PRIOR TO COMMENCING WORK. 17. CONSTRUCTION LIMITS SHALL BE PROPERTY LINES OR AS INDICATED BY PLAN REQUIREMENTS AND SHALL BE STAKED OR FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. 18. CONSTRUCTION SHALL CONFORM TO THE AMERICAN WITH DISABILITIES ACT (ADA) REQUIREMENTS. 19. REGISTERED LAND DISTURBER TO SUBMIT REPORTS TO BUILDING INSPECTOR ON A REGULAR BASIS AS REQUIRED BY FREDERICK COUNTY. 20. THE CONTRACTOR SHALL COORDINATE WITH THE INDIVIDUAL LOT OWNERS TO RELOCATE THE EXISTING MAIL BOXES THAT ARE AFFECTED BY THE PROPOSED IMPROVEMENTS. 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. 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. WPP GA GA GA GA HIGH TE N S I O N P O W E R L I N E CSX RAILROAD RO U T E 3 7 S O U T H (V A R I A B L E W I D T H R / W ) EXIT R A M P O/H U T I L I T Y L I N E EX . 4 0 ' P O T O M A C E D I S O N E S M T . DB 5 1 8 P G 2 7 2 WPP WPP WPP WPP WPP WPP WPP WPP K A V A N A U G H D R I V E R T E . 8 3 9 PIN 75-A-6 SGR PROPERTIES, LLC INST. 110011160 ZONE: B2 VACANT 75A-6-B-41A PROSPERITY DRIVE DEVELOPMENT GROUP, LLC INST. 070014290 ZONE B2 VACANT N/F STATE OF VIRGINIA N/F STATE OF VIRGINIA N 34°04'23" E 183.10' N 33°19'23" E 162.00'N 7 9 ° 0 2 ' 2 3 " E 5 0 . 1 2 ' S 4 4 ° 5 6 ' 2 0 " E 1 7 8 . 7 7 ' S 2 4 ° 5 9 ' 1 0 " E 1 3 1 . 0 8 ' S 31°10'01" W 257.01' N 5 9 ° 4 5 ' 3 7 " W 2 2 0 . 0 0 ' 75A-6-B-41 VANCO, LLC DB 969 PG 1197 735 7 3 3 7 3 2734 732733734734733732732733 73 47 3 3 7 3 2 7 3 2 733 73 3 73 2 733 731 729 7 3 0 7 3 2 7 3 1 730731 729 728 727 726727728 73 5 73 0 72 5 72 4 725 73 0 7 2 9 7 3 0 735 736 737 73 7 7 3 6 73 8 73 9 74 0 739 739 735 740 739739 740 7 3 4 735 739 73 4 7 3 4 7 3 3 7 3 2 73 2 73 3 73 4 73 5 732 73 5 732.08 EX. 731.78 EX.731.82 EX.731.65 EX.732.17 EX.731.78 EX. 73 5 734 73 6 73 773 8 74074 5 74174274374 4 740739741742743744 735 734 736 737738 730731732733 72 9 U: \ A c c o u n t s \ R T E 3 7 \ R T E 3 7 1 8 0 0 1 - R t 3 7 S e l f S t o r a g e E x p a n s i o n \ D E S I G N \ _ S H E E T S \ S P \ C S 0 0 2 . d w g PL O T T E D : 12 / 1 8 / 2 0 1 8 1 : 1 6 P M , B Y : Do n o v a n V a r n e y PL O T S T Y L E : Pe n n o n i N C S . s t b PR O J E C T S T A T U S : -- - - BY NO . DA T E RE V I S I O N S RTE3718001 AS NOTED CJM 2018-08-15 DLF SHEET APPROVED BY OF3 24 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. AL L D I M E N S I O N S M U S T B E V E R I F I E D B Y C O N T R A C T O R AN D O W N E R M U S T B E N O T I F I E D O F A N Y DI S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H W O R K 11 - 1 4 - 1 8 1 R E V I S E D P E R A G E N C Y C O M M E N T S DK V 12 / 1 4 / 1 8 2 R E V I S E D P E R W A T E R A U T H O R I T Y C O M M E N T S DK V PE N N O N I A S S O C I A T E S I N C . 11 7 E a s t P i c c a d i l l y S t r e e t Wi n c h e s t e r , V A 2 2 6 0 1 T 54 0 . 6 6 7 . 2 1 3 9 F 54 0 . 6 6 5 . 0 4 9 3 NORT H RO U T E 3 7 S T O R A G E SI T E D E V E L O P M E N T P L A N KA V A N A U G H D R . | W I N C H E S T E R , V A . 2 2 6 0 2 BA C K C R E E K D I S T R I C T RT . 3 7 S E L F S T O R A G E , L L C 38 6 2 V A L L E Y P I K E | W I N C H E S T E R , V A . 2 2 6 0 2 EX I S T I N G C O N D I T I O N S PERMIT DRAWINGS CS002 12-17-2018 DAVID L. FRANK Lic. No.1061 00 40'80' GRAPHIC SCALE: 1" = 40' WPP CSX RAILROAD RO U T E 3 7 S O U T H (V A R I A B L E W I D T H R / W ) EXIT R A M P EX . 4 0 ' P O T O M A C E D I S O N E S M T . DB 5 1 8 P G 2 7 2 WPP WPP WPP WPP WPP WPP WPP WPP K A V A N A U G H D R I V E R T E . 8 3 9 PIN 75-A-6 SGR PROPERTIES, LLC INST. 110011160 ZONE: B2 VACANT 75A-6-B-41A PROSPERITY DRIVE DEVELOPMENT GROUP, LLC INST. 070014290 ZONE B2 VACANT N/F STATE OF VIRGINIA N/F STATE OF VIRGINIA 75A-6-B-41 VANCO, LLC DB 969 PG 1197 731.50 731.55 731.61 731.68 731.74 730.50 7 3 3 7 3 2734 732733734734733732732733 73 47 3 3 7 3 2 7 3 2 733 73 3 73 2 733 731 729 7 3 0 7 3 2 7 3 1 730731 729 728 727 726727728 73 5 73 0 72 5 72 4 725 73 0 7 2 9 7 3 0 735 736 737 73 7 7 3 6 73 8 73 9 74 0 739 739 735 740 739739 740 7 3 4 735 739 73 4 7 3 4 7 3 3 7 3 2 73 2 73 3 73 4 73 5 732 73 5 732.08 EX. 731.78 EX.731.82 EX.731.65 EX.732.17 EX.731.78 EX. 73 5 734 73 6 73 773 8 74074 5 74174274374 4 740739741742743744 735 734 736 737738 730731732733 72 9 CE SSF CIP OP CD CD CD LOD LOD LOD ST DD DD DD DD RWD SSF LOD 729.50 732.50 733.50 U: \ A c c o u n t s \ R T E 3 7 \ R T E 3 7 1 8 0 0 1 - R t 3 7 S e l f S t o r a g e E x p a n s i o n \ D E S I G N \ _ S H E E T S \ S P \ C S 2 0 0 . d w g PL O T T E D : 12 / 1 8 / 2 0 1 8 1 : 1 6 P M , B Y : Do n o v a n V a r n e y PL O T S T Y L E : Pe n n o n i N C S . s t b PR O J E C T S T A T U S : -- - - BY NO . DA T E RE V I S I O N S RTE3718001 AS NOTED CJM 2018-08-15 DLF SHEET APPROVED BY OF4 24 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. AL L D I M E N S I O N S M U S T B E V E R I F I E D B Y C O N T R A C T O R AN D O W N E R M U S T B E N O T I F I E D O F A N Y DI S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H W O R K 00 40'80' GRAPHIC SCALE: 1" = 40' 11 - 1 4 - 1 8 1 R E V I S E D P E R A G E N C Y C O M M E N T S DK V 12 / 1 4 / 1 8 2 R E V I S E D P E R W A T E R A U T H O R I T Y C O M M E N T S DK V PE N N O N I A S S O C I A T E S I N C . 11 7 E a s t P i c c a d i l l y S t r e e t Wi n c h e s t e r , V A 2 2 6 0 1 T 54 0 . 6 6 7 . 2 1 3 9 F 54 0 . 6 6 5 . 0 4 9 3 NORT H RO U T E 3 7 S T O R A G E SI T E D E V E L O P M E N T P L A N KA V A N A U G H D R . | W I N C H E S T E R , V A . 2 2 6 0 2 BA C K C R E E K D I S T R I C T RT . 3 7 S E L F S T O R A G E , L L C 38 6 2 V A L L E Y P I K E | W I N C H E S T E R , V A . 2 2 6 0 2 ER O S I O N A N D S E D I M E N T C O N T R O L P L A N PH A S E I PERMIT DRAWINGS CS200 12-17-2018 DAVID L. FRANK Lic. No.1061 EROSION AND SEDIMENT CONTROL LEGEND WPP CSX RAILROAD RO U T E 3 7 S O U T H (V A R I A B L E W I D T H R / W ) EXIT R A M P EX . 4 0 ' P O T O M A C E D I S O N E S M T . DB 5 1 8 P G 2 7 2 WPP WPP WPP WPP WPP WPP WPP WPP K A V A N A U G H D R I V E R T E . 8 3 9 PIN 75-A-6 SGR PROPERTIES, LLC INST. 110011160 ZONE: B2 VACANT 75A-6-B-41A PROSPERITY DRIVE DEVELOPMENT GROUP, LLC INST. 070014290 ZONE B2 VACANT N/F STATE OF VIRGINIA N/F STATE OF VIRGINIA 75A-6-B-41 VANCO, LLC DB 969 PG 1197 1 5 " H D P E 1 5 " H D P E 4 8 " C M P @ 2 . 2 5 % 15" HDPE 15" HDPE 1 8 " H D P E 2' OF 48" CMP @ 2.25% 11' OF 48" CMP @ 2.25% BUILDING "A" 2-STORY CLIMATE CONTROLLED 18,000 SF FFE=736.82 BUILDING "C" - 5,250 SF FFE=735.82 BUILDING "D" - 3,600 SF FFE=735.57 S E C U R I T Y F E N C E CG-1 1 E N T . 35' BUILDING SETBACK GATE BUILDING "B" - 2,250 SF - FFE=736.82 EX. K A V A N A U G H D R . (GR A V E L R E S U R F A C E ) R/W V A R I E S SPEE D L I M I T : U N P O S T E D (NO A D T L I S T E D F 8 3 9 K A V A N A U G H DRIV E 2 0 1 0 V D O T T R A F F I C C O U N T S ) R35' SE C U R I T Y F E N C E 2' CURB CUT 2' CURB CUT 3' CURB CUT 2' CURB CUT +/- 1,100 L F T O I N T X R T 1 1 A N D KAVA N A U G H D R I V E +/- 345' T O N E X T E N T R A N C E 65 VPD NOSE DOWN CURB 10 ' P A R K I N G S E T B A C K CE SSF SSF CIP OP CD CD CD IP IP OP B/M LOD LOD LOD LOD PS PS PS PS DA A0.41 AC. DA 130.21 AC.DA 70.15 AC. DA 60.14 AC.DA 120.14 AC. DA B0.12 AC. DA 110.11 AC. DA 50.09 AC. DA 100.16 AC. DA C0.08 AC. B/M B/M OP IP 730 730 730 735 729 731 731 731 732 732 732 733 734 73 5 73 4 73 6 73 6 73 6 73 5 73 1 73 2 73 3 73 4 735 7 3 2 7 3 3 73 4 73 0 725 727 735 734734 735 7 3 6 735 732 73 0 7 3 3 7 3 2734 732733734734733732732733 73 47 3 3 7 3 2 7 3 2 733 73 3 73 2 733 731 729 7 3 0 7 3 2 7 3 1 730 731 729 728 727 726727728 73 5 73 0 72 5 72 4 725 73 0 7 2 9 7 3 0 735 736 737 73 7 7 3 6 73 8 73 9 74 0 739 739 735 740 739739 740 7 3 4 735 739 73 4 7 3 4 7 3 3 7 3 2 73 2 73 3 73 4 73 5 732 73 5 732.08 EX. 731.78 EX.731.82 EX.731.65 EX.732.17 EX.731.78 EX. 736 737 738 739 739 73 5 734 73 6 73 773 8 74074 5 74174274374 4 740739741742743744 735 734 736 737738 730731732733 72 9 U: \ A c c o u n t s \ R T E 3 7 \ R T E 3 7 1 8 0 0 1 - R t 3 7 S e l f S t o r a g e E x p a n s i o n \ D E S I G N \ _ S H E E T S \ S P \ C S 2 0 1 . d w g PL O T T E D : 12 / 1 8 / 2 0 1 8 1 : 1 7 P M , B Y : Do n o v a n V a r n e y PL O T S T Y L E : Pe n n o n i N C S . s t b PR O J E C T S T A T U S : -- - - BY NO . DA T E RE V I S I O N S RTE3718001 AS NOTED CJM 2018-08-15 DLF SHEET APPROVED BY OF5 24 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. AL L D I M E N S I O N S M U S T B E V E R I F I E D B Y C O N T R A C T O R AN D O W N E R M U S T B E N O T I F I E D O F A N Y DI S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H W O R K 00 40'80' GRAPHIC SCALE: 1" = 40' 11 - 1 4 - 1 8 1 R E V I S E D P E R A G E N C Y C O M M E N T S DK V 12 / 1 4 / 1 8 2 R E V I S E D P E R W A T E R A U T H O R I T Y C O M M E N T S DK V PE N N O N I A S S O C I A T E S I N C . 11 7 E a s t P i c c a d i l l y S t r e e t Wi n c h e s t e r , V A 2 2 6 0 1 T 54 0 . 6 6 7 . 2 1 3 9 F 54 0 . 6 6 5 . 0 4 9 3 NORT H RO U T E 3 7 S T O R A G E SI T E D E V E L O P M E N T P L A N KA V A N A U G H D R . | W I N C H E S T E R , V A . 2 2 6 0 2 BA C K C R E E K D I S T R I C T RT . 3 7 S E L F S T O R A G E , L L C 38 6 2 V A L L E Y P I K E | W I N C H E S T E R , V A . 2 2 6 0 2 ER O S I O N A N D S E D I M E N T C O N T R O L P L A N PH A S E I I PERMIT DRAWINGS CS201 12-17-2018 DAVID L. FRANK Lic. No.1061 EROSION AND SEDIMENT CONTROL LEGEND NOTES: 1. B/M - EC-2 MATTING IS APPROXIMATELY 12,100 SF. IN AREA. 2. PROVIDE EC-2 ON ALL SLOPES 4:1 OR STEEPER. 3. CRITICAL SLOPES TO BE STABILIZED IMMEDIATELY AFTER REACHING FINAL GRADE. 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. SEEDED AREAS TO BE CARED FOR AS NECESSARY TO ENSURE GRASS EMERGENCE. TEMPORARY STABILIZATION: SEEDING TO STABILIZED AREAS LEFT DENUDED FOR U: \ A c c o u n t s \ R T E 3 7 \ R T E 3 7 1 8 0 0 1 - R t 3 7 S e l f S t o r a g e E x p a n s i o n \ D E S I G N \ _ S H E E T S \ S P \ C S 2 0 2 . d w g PL O T T E D : 12 / 1 8 / 2 0 1 8 1 : 1 7 P M , B Y : Do n o v a n V a r n e y PL O T S T Y L E : Pe n n o n i N C S . s t b PR O J E C T S T A T U S : -- - - BY NO . DA T E RE V I S I O N S RTE3718001 AS NOTED CJM 2018-08-15 DLF SHEET APPROVED BY OF6 24 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. AL L D I M E N S I O N S M U S T B E V E R I F I E D B Y C O N T R A C T O R AN D O W N E R M U S T B E N O T I F I E D O F A N Y DI S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H W O R K 11 - 1 4 - 1 8 1 R E V I S E D P E R A G E N C Y C O M M E N T S DK V 12 / 1 4 / 1 8 2 R E V I S E D P E R W A T E R A U T H O R I T Y C O M M E N T S DK V PE N N O N I A S S O C I A T E S I N C . 11 7 E a s t P i c c a d i l l y S t r e e t Wi n c h e s t e r , V A 2 2 6 0 1 T 54 0 . 6 6 7 . 2 1 3 9 F 54 0 . 6 6 5 . 0 4 9 3 RO U T E 3 7 S T O R A G E SI T E D E V E L O P M E N T P L A N KA V A N A U G H D R . | W I N C H E S T E R , V A . 2 2 6 0 2 BA C K C R E E K D I S T R I C T RT . 3 7 S E L F S T O R A G E , L L C 38 6 2 V A L L E Y P I K E | W I N C H E S T E R , V A . 2 2 6 0 2 ER O S I O N A N D S E D I M E N T C O N T R O L N A R R A T I V E AN D D E T A I L S PERMIT DRAWINGS CS202 12-17-2018 DAVID L. FRANK Lic. No.1061 U: \ A c c o u n t s \ R T E 3 7 \ R T E 3 7 1 8 0 0 1 - R t 3 7 S e l f S t o r a g e E x p a n s i o n \ D E S I G N \ _ S H E E T S \ S P \ C S 2 0 3 . d w g PL O T T E D : 12 / 1 8 / 2 0 1 8 1 : 1 7 P M , B Y : Do n o v a n V a r n e y PL O T S T Y L E : Pe n n o n i N C S . s t b PR O J E C T S T A T U S : -- - - BY NO . DA T E RE V I S I O N S RTE3718001 AS NOTED CJM 2018-08-15 DLF SHEET APPROVED BY OF7 24 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. AL L D I M E N S I O N S M U S T B E V E R I F I E D B Y C O N T R A C T O R AN D O W N E R M U S T B E N O T I F I E D O F A N Y DI S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H W O R K 11 - 1 4 - 1 8 1 R E V I S E D P E R A G E N C Y C O M M E N T S DK V 12 / 1 4 / 1 8 2 R E V I S E D P E R W A T E R A U T H O R I T Y C O M M E N T S DK V PE N N O N I A S S O C I A T E S I N C . 11 7 E a s t P i c c a d i l l y S t r e e t Wi n c h e s t e r , V A 2 2 6 0 1 T 54 0 . 6 6 7 . 2 1 3 9 F 54 0 . 6 6 5 . 0 4 9 3 RO U T E 3 7 S T O R A G E SI T E D E V E L O P M E N T P L A N KA V A N A U G H D R . | W I N C H E S T E R , V A . 2 2 6 0 2 BA C K C R E E K D I S T R I C T RT . 3 7 S E L F S T O R A G E , L L C 38 6 2 V A L L E Y P I K E | W I N C H E S T E R , V A . 2 2 6 0 2 ER O S I O N A N D S E D I M E N T C O N T R O L D E T A I L S PERMIT DRAWINGS CS203 12-17-2018 DAVID L. FRANK Lic. No.1061 BUILDING "A" 2-STORY CLIMATE CONTROLLED 18,000 SF FFE=736.82 BUILDING "C" - 5,250 SF FFE=735.82 175.00' 3 0 . 0 0 ' 9 0 . 0 0 ' 200.00' BUILDING "D" - 3,600 SF FFE=735.57 120.00' 3 0 . 0 0 ' 3 1 . 0 0 ' 3 1 . 0 0 ' S E C U R I T Y F E N C E 2 2 . 0 0 ' CG-1 1 E N T . 35' BUILDING SETBACK GATE 1 6 3 1 . 0 0 ' 2 4 . 0 0 ' 4 1 BUILDING "B" - 2,250 SF - FFE=736.82 31.00 ' 3 1 . 0 1 ' 22.00' 30.00' EX. K A V A N A U G H D R . (GR A V E L R E S U R F A C E ) R/W V A R I E S SPEE D L I M I T : U N P O S T E D (NO A D T L I S T E D F 8 3 9 K A V A N A U G H DRIV E 2 0 1 0 V D O T T R A F F I C C O U N T S ) R35' 36.00' 31.00 ' 4 7 27.00' SE C U R I T Y F E N C E PROPOSED STOP BAR PROPOSED STOP SIGN PROPOSED FENCE EXISTING GRAVELROADWAYREFURBISHED TO 8"SECTION WITH 4% CROSS-SLOPE EXISTING FENCE(TO BE RELOCATED) SWM POND +/- 1,100 L F T O I N T X R T 1 1 A N D KAVA N A U G H D R I V E +/- 345' T O N E X T E N T R A N C E 65 VPD 5 7 . 1 6 ' 1 1 . 7 6 ' 57.11'70.75' 70' DIAMETER GRAVELCUL-DE-SAC 35.00' Rock Outlet Protection Standard EC-1 Type AMin. Apron Length = 28' Min. Upstream Width = 12.0' Min. Downstream Width = 32.0'Min. Rock Size D50 = 1.3' Min. Thickness = 24"Underlay with geotextile Rock Outlet Protection Standard EC-1 Type AMin. Apron Length = 12' Min. Upstream Width = 3.75'Min. Downstream Width = 13.25' Min. Rock Size D50 = 12" Min. Thickness = 18"Underlay with geotextile Rock Outlet Protection Standard EC-1 Type A Min. Apron Length = 10' Min. Upstream Width = 3.75' Min. Downstream Width = 11.25' Min. Rock Size D50 = 6" Min. Thickness = 9" Underlay with geotextile 10 ' P A R K I N G S E T B A C K EMERGENCY SPILLWAY LINED WITHCLASS 1 RIPRAP R5' R5' R5' R 6 5 ' R15' R13 ' R 5 'R5' R2 5 ' R3 1 ' R32' R2 5 ' R25' NO GRADINGWITHIN 10' OFPOWER POLE 1 5 " H D P E 1 5 " H D P E 4 8 " C M P @ 2 . 2 5 % 15" HDPE 15" HDPE 1 8 " H D P E 2' OF 48" CMP @ 2.25% 11' OF 48" CMP @ 2.25% 13.7 6 ' CONNECTION EX. 2" SAN. FORCE MAIN 20' CITY OF WINCHESTER WATER ESMT. EX. 8" WATERLINE FDC 6' CLEAR TO BLDG WPP GA GA GA GA HIGH TE N S I O N P O W E R L I N E CSX RAILROAD RO U T E 3 7 S O U T H (V A R I A B L E W I D T H R / W ) EXIT R A M P O/H U T I L I T Y L I N E EX . 4 0 ' P O T O M A C E D I S O N E S M T . DB 5 1 8 P G 2 7 2 WPP WPP WPP WPP WPP WPP WPP WPP K A V A N A U G H D R I V E R T E . 8 3 9 PIN 75-A-6 SGR PROPERTIES, LLC INST. 110011160 ZONE: B2 VACANT 75A-6-B-41A PROSPERITY DRIVE DEVELOPMENT GROUP, LLC INST. 070014290 ZONE B2 VACANT N/F STATE OF VIRGINIA N/F STATE OF VIRGINIA N 34°04'23" E 183.10' N 33°19'23" E 162.00'N 7 9 ° 0 2 ' 2 3 " E 5 0 . 1 2 ' S 4 4 ° 5 6 ' 2 0 " E 1 7 8 . 7 7 ' S 2 4 ° 5 9 ' 1 0 " E 1 3 1 . 0 8 ' S 31°10'01" W 257.01' N 5 9 ° 4 5 ' 3 7 " W 2 2 0 . 0 0 ' 75A-6-B-41 VANCO, LLC DB 969 PG 1197 TYPICAL 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) KAVANAUGH DRIVE PAVEMENT SECTION NTS 8" DENSE GRADED STONE (21A) COMPACTED SUBGRADE U: \ A c c o u n t s \ R T E 3 7 \ R T E 3 7 1 8 0 0 1 - R t 3 7 S e l f S t o r a g e E x p a n s i o n \ D E S I G N \ _ S H E E T S \ S P \ C S 3 0 0 . d w g PL O T T E D : 12 / 1 8 / 2 0 1 8 1 : 1 8 P M , B Y : Do n o v a n V a r n e y PL O T S T Y L E : Pe n n o n i N C S . s t b PR O J E C T S T A T U S : -- - - BY NO . DA T E RE V I S I O N S RTE3718001 AS NOTED CJM 2018-08-15 DLF SHEET APPROVED BY OF8 24 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. AL L D I M E N S I O N S M U S T B E V E R I F I E D B Y C O N T R A C T O R AN D O W N E R M U S T B E N O T I F I E D O F A N Y DI S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H W O R K 11 - 1 4 - 1 8 1 R E V I S E D P E R A G E N C Y C O M M E N T S DK V 12 / 1 4 / 1 8 2 R E V I S E D P E R W A T E R A U T H O R I T Y C O M M E N T S DK V PE N N O N I A S S O C I A T E S I N C . 11 7 E a s t P i c c a d i l l y S t r e e t Wi n c h e s t e r , V A 2 2 6 0 1 T 54 0 . 6 6 7 . 2 1 3 9 F 54 0 . 6 6 5 . 0 4 9 3 NORT H RO U T E 3 7 S T O R A G E SI T E D E V E L O P M E N T P L A N KA V A N A U G H D R . | W I N C H E S T E R , V A . 2 2 6 0 2 BA C K C R E E K D I S T R I C T RT . 3 7 S E L F S T O R A G E , L L C 38 6 2 V A L L E Y P I K E | W I N C H E S T E R , V A . 2 2 6 0 2 OV E R A L L P L A N PERMIT DRAWINGS CS300 12-17-2018 DAVID L. FRANK Lic. No.1061 00 40'80' GRAPHIC SCALE: 1" = 40' NOTE: RECREATIONAL VEHICLES, BOATS, AND/OR OTHER VEHICLES WILL NOT BE STORED AS PART OF THE SELF-STORAGE FACILITY OPERATIONS WPP GA RO U T E 3 7 S O U T H (V A R I A B L E W I D T H R / W ) EX . 4 0 ' P O T O M A C E D I S O N E S M T . DB 5 1 8 P G 2 7 2 WPP WPP WPP 75A-6-B-41A PROSPERITY DRIVE DEVELOPMENT GROUP, LLC INST. 070014290 ZONE B2 VACANT N/F STATE OF VIRGINIA N 34°04'23" E 183.10' N 33°19'23" E 162.00' N 7 9 ° 0 2 ' 2 3 " E 5 0 . 1 2 ' S 4 4 ° 5 6 ' 2 0 " E 1 7 8 . 7 7 ' S 2 4 ° 5 9 ' 1 0 " E 1 3 1 . 0 8 ' S 31°10'01" W 257.01' N 5 9 ° 4 5 ' 3 7 " W 2 2 0 . 0 0 ' 1 5 " H D P E 1 5 " H D P E 4 8 " C M P @ 2 . 2 5 % 15" HDPE 15" HDPE 1 8 " H D P E 2' OF 48" CMP @ 2.25% 11' OF 48" CMP @ 2.25% FIRE HYD. ASM. 6" FIRE LINE SERVICE TO BUILDING "A" FIRE HYD. ASM. 8" FIRE LINE DIP CL-52 20' CITY OF WINCHESTER WATER ESMT. PHASE I - FIRE SERVICE & FIRE SUPPRESSION SYSTEMS ARE SUBJECT TO DESIGN, CONSTRUCTION AND INSPECTION STANDARDS, AS SPECIFIED BY CITY OF WINCHESTER PUBLIC UTILITIES. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 WD - 6 6" FI R E L I N E DIP C L - 5 2 FDC 8X6 CROSS FIRE HYD. ASM. 6' CLEAR TO BLDG 58" WM WET TAP 8" G. V. 8X6 TEE 6" G.V. BUILDING "A" 2-STORY CLIMATE CONTROLLED 18,000 SF FFE=736.82 BUILDING "C" - 5,250 SF FFE=735.82 BUILDING "D" - 3,600 SF FFE=735.57 3 1 . 0 0 ' 3 1 . 0 0 ' S E C U R I T Y F E N C E 2 2 . 0 0 ' CG-1 1 E N T . 35' BUILDING SETBACK GATE 1 6 3 1 . 0 0 ' 2 4 . 0 0 ' 4 1 BUILDING "B" - 2,250 SF - FFE=736.82 31.00 ' 3 1 . 0 1 ' 22.00' 30.00' R35' 36.00' 31.00 ' 4 7 27.00' SE C U R I T Y F E N C E CG-6R 10' TRANSITION TO CG-6 2' CURB CUT 2' CURB CUT 3' CURB CUT 2' CURB CUT PROPOSED STOP BAR PROPOSED STOP SIGN 10' TRANSITION TO CG-6 CG-6R PROPOSED FENCE EXISTING FENCE (TO BE RELOCATED) SWM POND 65 VPD NOSE DOWN CURB NOSE DOWN CURB 70' DIAMETER GRAVEL CUL-DE-SAC 35.00' 10 ' P A R K I N G S E T B A C K R5' R5' R5 ' R 6 5 ' R1 5 ' R13 ' R 5 ' R5' R2 5 ' R3 1 ' R32' R2 5 ' R25' U: \ A c c o u n t s \ R T E 3 7 \ R T E 3 7 1 8 0 0 1 - R t 3 7 S e l f S t o r a g e E x p a n s i o n \ D E S I G N \ _ S H E E T S \ S P \ C S 3 0 1 . d w g PL O T T E D : 12 / 1 8 / 2 0 1 8 1 : 1 8 P M , B Y : Do n o v a n V a r n e y PL O T S T Y L E : Pe n n o n i N C S . s t b PR O J E C T S T A T U S : -- - - BY NO . DA T E RE V I S I O N S RTE3718001 AS NOTED CJM 2018-08-15 DLF SHEET APPROVED BY OF9 24 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. AL L D I M E N S I O N S M U S T B E V E R I F I E D B Y C O N T R A C T O R AN D O W N E R M U S T B E N O T I F I E D O F A N Y DI S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H W O R K 00 20'40' GRAPHIC SCALE: 1" = 20' 11 - 1 4 - 1 8 1 R E V I S E D P E R A G E N C Y C O M M E N T S DK V 12 / 1 4 / 1 8 2 R E V I S E D P E R W A T E R A U T H O R I T Y C O M M E N T S DK V PE N N O N I A S S O C I A T E S I N C . 11 7 E a s t P i c c a d i l l y S t r e e t Wi n c h e s t e r , V A 2 2 6 0 1 T 54 0 . 6 6 7 . 2 1 3 9 F 54 0 . 6 6 5 . 0 4 9 3 NORT H RO U T E 3 7 S T O R A G E SI T E D E V E L O P M E N T P L A N KA V A N A U G H D R . | W I N C H E S T E R , V A . 2 2 6 0 2 BA C K C R E E K D I S T R I C T RT . 3 7 S E L F S T O R A G E , L L C 38 6 2 V A L L E Y P I K E | W I N C H E S T E R , V A . 2 2 6 0 2 SI T E P L A N PERMIT DRAWINGS CS301 12-17-2018 DAVID L. FRANK Lic. No.1061 NOTE: RECREATIONAL VEHICLES, BOATS, AND/OR OTHER VEHICLES WILL NOT BE STORED AS PART OF THE SELF-STORAGE FACILITY OPERATIONS ENTRANCE PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 730 735 740 745 730 740 -0+25 0+00 73 1 . 8 73 2 . 6 3 73 3 . 6 73 2 . 4 8 0+50 73 3 . 8 73 3 . 5 3 73 3 . 8 73 4 . 4 4 1+00 FINISHED GRADE EXISTING GRADEEP STA:0+27.06 ELEV:732.46 GRAVEL CUL-DE-SAC PROPOSED ENTRANCE -0.63%4.85% 4.04% 3.58% 0+ 5 2 . 8 4 P R O P . F E N C E 0+ 4 9 . 4 1 R / W L I N E 73 5 . 4 0 73 5 . 4 0 73 5 . 4 0 TC 734.43 TC 735.25 TC 734.85 TC 734.54 733.67 TC 734.85 TC 734.95 TC 735.00 TC 735.20 TC 733.80 73 4 . 3 5 TC 735.33 TC 732.00 TC 734.60 TC 734.05 TC 734.60 TC 734.33 TC 734.00 7 3 5 7 3 2 7 3 3 7 3 4 7 3 0 7 2 5 7 2 7 7 3 5 7 3 4 7 3 4 726 727 728 735730725 724 725 730 72 9 73 0 735 73 6 737 737 73 6 738 739 740 735 740 739739 740 732.90 731.25 726.92 733.33 739.80739.00 728.10 7 3 6 7 3 7 7 3 8 7 3 9 7 3 9 740 739 741 742743 744 73 5 734 73 6 737 738 730731732733 729 B U I L D I N G " D " - 3 , 6 0 0 S F F F E = 7 3 5 . 5 7 12 0 . 0 0 ' 30. 0 0 ' 35' BUILDING SETBACK G A T E P R O P O S E D S T O P B A R P R O P O S E D S T O P S I G N P R O P O S E D F E N C E 57. 1 6 ' R o c k O u t l e t P r o t e c t i o n S t a n d a r d E C - 1 T y p e A M i n . A p r o n L e n g t h = 2 8 ' M i n . U p s t r e a m W i d t h = 1 2 . 0 ' M i n . D o w n s t r e a m W i d t h = 3 2 . 0 ' M i n . R o c k S i z e D 5 0 = 1 . 3 ' M i n . T h i c k n e s s = 2 4 " U n d e r l a y w i t h g e o t e x t i l e E M E R G E N C Y S P I L L W A Y L I N E D W I T H C L A S S 1 R I P R A P R 6 5 ' R 1 3 ' R 5 ' R 5 ' R 2 5 ' R 2 5 ' R 2 5 ' N O G R A D I N G W I T H I N 1 0 ' O F P O W E R P O L E 48 " C M P @ 2 . 2 5 % 15 " H D P E 9 ES-2 (48") INV 728.10 2' OF 48" CMP @ 2.25% 8 ES-2 (48") INV 726.92 11' OF 48" CMP @ 2.25% E X I T R A M P O / H U T I L I T Y L I N E WPP WPP WPP WPP N/F STATE O F V I R G I N I A N/F STATE O F V I R G I N I A LINE OF SIGHT SIGHT DISTANCE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 720 730 740 750 720 730 740 750 -1+00 0+00 73 3 . 8 73 3 . 7 7 73 1 . 2 73 1 . 1 7 1+00 73 5 . 5 73 5 . 4 5 73 6 . 9 73 6 . 8 7 2+00 73 7 . 9 73 7 . 8 7 73 8 . 5 73 8 . 4 8 3+00 73 9 . 1 73 9 . 0 7 73 9 . 4 73 9 . 4 3 4+00 5+00 HE I G H T O F EY E 3 . 5 ' HE I G H T O F OB J E C T 3 . 5 ' LINE OF SIGH T EXISTING GRADE SDR 390' DESIGN SPEED = 35 MPH FINISHED GRADE U: \ A c c o u n t s \ R T E 3 7 \ R T E 3 7 1 8 0 0 1 - R t 3 7 S e l f S t o r a g e E x p a n s i o n \ D E S I G N \ _ S H E E T S \ S P \ C S 4 0 2 . d w g PL O T T E D : 12 / 1 8 / 2 0 1 8 1 : 1 9 P M , B Y : Do n o v a n V a r n e y PL O T S T Y L E : Pe n n o n i N C S . s t b PR O J E C T S T A T U S : -- - - BY NO . DA T E RE V I S I O N S RTE3718001 AS NOTED CJM 2018-08-15 DLF SHEET APPROVED BY OF10 24 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. AL L D I M E N S I O N S M U S T B E V E R I F I E D B Y C O N T R A C T O R AN D O W N E R M U S T B E N O T I F I E D O F A N Y DI S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H W O R K 00 40'80' GRAPHIC SCALE: 1" = 40' 11 - 1 4 - 1 8 1 R E V I S E D P E R A G E N C Y C O M M E N T S DK V 12 / 1 4 / 1 8 2 R E V I S E D P E R W A T E R A U T H O R I T Y C O M M E N T S DK V PE N N O N I A S S O C I A T E S I N C . 11 7 E a s t P i c c a d i l l y S t r e e t Wi n c h e s t e r , V A 2 2 6 0 1 T 54 0 . 6 6 7 . 2 1 3 9 F 54 0 . 6 6 5 . 0 4 9 3 N O R T H RO U T E 3 7 S T O R A G E SI T E D E V E L O P M E N T P L A N KA V A N A U G H D R . | W I N C H E S T E R , V A . 2 2 6 0 2 BA C K C R E E K D I S T R I C T RT . 3 7 S E L F S T O R A G E , L L C 38 6 2 V A L L E Y P I K E | W I N C H E S T E R , V A . 2 2 6 0 2 EN T R A N C E A N D S I G H T D I S T A N C E P R O F I L E S AN D D E T A I L S PERMIT DRAWINGS CS402 12-17-2018 DAVID L. FRANK Lic. No.1061 WPP GA RO U T E 3 7 S O U T H (V A R I A B L E W I D T H R / W ) EX . 4 0 ' P O T O M A C E D I S O N E S M T . DB 5 1 8 P G 2 7 2 WPP WPP WPP 75A-6-B-41A PROSPERITY DRIVE DEVELOPMENT GROUP, LLC INST. 070014290 ZONE B2 VACANT N/F STATE OF VIRGINIA 7 6 1 5 " H D P E 5 1 5 " H D P E 4 8 " C M P @ 2 . 2 5 % 2 1 15" HDPE 15" HDPE 4 1 8 " H D P E 9 ES-2 (48") INV 728.10 2' OF 48" CMP @ 2.25% 11' OF 48" CMP @ 2.25% 3 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 BUILDING "A" 2-STORY CLIMATE CONTROLLED 18,000 SF FFE=736.82 BUILDING "C" - 5,250 SF FFE=735.82 BUILDING "D" - 3,600 SF FFE=735.57 S E C U R I T Y F E N C E CG-1 1 E N T . 35' BUILDING SETBACK GATE BUILDING "B" - 2,250 SF - FFE=736.82 R35' SE C U R I T Y F E N C E 10' TRANSITION TO CG-6 2' CURB CUT 2' CURB CUT 3' CURB CUT 2' CURB CUT PROPOSED STOP BAR PROPOSED STOP SIGN PROPOSED FENCE EXISTING FENCE (TO BE RELOCATED) SWM POND 65 VPD NOSE DOWN CURB NOSE DOWN CURB 70' DIAMETER GRAVEL CUL-DE-SAC Rock Outlet Protection Standard EC-1 Type A Min. Apron Length = 28' Min. Upstream Width = 12.0' Min. Downstream Width = 32.0' Min. Rock Size D50 = 1.3' Min. Thickness = 24" Underlay with geotextile Rock Outlet Protection Standard EC-1 Type A Min. Apron Length = 12' Min. Upstream Width = 3.75' Min. Downstream Width = 13.25' Min. Rock Size D50 = 12" Min. Thickness = 18" Underlay with geotextile Rock Outlet Protection Standard EC-1 Type A Min. Apron Length = 10' Min. Upstream Width = 3.75' Min. Downstream Width = 11.25' Min. Rock Size D50 = 6" Min. Thickness = 9" Underlay with geotextile 10 ' P A R K I N G S E T B A C K EMERGENCY SPILLWAY LINED WITH CLASS 1 RIPRAP NO GRADING WITHIN 10' OF POWER POLE 730 730 730 735 729 731 731 731 732 732 732 733 734 736.65 736.65 736.65 736.65 736.65 736.65 735.65 735.65 735.65 735.65 735.65 735.65 735.40735.40 735.40 735.40 735.40 734.85 735.90 735.90 736.65 TC 735.50 TC 734.93 734.80 TC 735.08 734.25 736.65 TC 734.43 735.00 TC 735.52 TC 735.28 TC 736.17 736.65 736.65 734.70 734.75 736.25 734.50 735.10 735.45 736.65 736.49 735.50 734.98 736.15 734.90 734.73 735.40 TC 735.25 TC 734.85 TC 734.54 733.67 TC 734.85 TC 734.95 TC 735.00 TC 735.20 TC 733.80 734.35TC 735.33 TC 732.00 734.75 TC 735.33 TC 735.50 TC 737.13 TC 735.30 TC 736.40 TC 735.80 TC 734.60 TC 734.05 TC 734.89 TC 735.60 TC 734.60 TC 734.33 TC 734.00 TC 736.80 731.50 731.55 731.61 731.68 731.74 731.80 EX. 730.50 729.50 729.30 73 5 73 4 73 6 73 6 73 6 73 5 73 1 73 2 73 3 73 4 735 7 3 2 7 3 3 73 4 73 0 725 727 735 734734 735 7 3 6 735 732 73 0 736.65 BW 736.82 TW 7 3 3 7 3 2734 732733734 734733732732 73 4 7 3 3 7 3 2 7 3 2 733 73 3 73 2 733 731 729 7 3 0 7 3 2 7 3 1 730 731 729 728 727 726 727 728 73 5 73 0 72 5 72 4 725 73 0 7 2 9 7 3 0 735 736 737 73 7 7 3 6 7 3 4 735 73 4 7 3 4 7 3 3 7 3 2 73 2 732.08 EX. 731.78 EX. 731.82 EX.731.65 EX.732.17 EX. 736.82 736.77 BW 736.82 TW 736.82 731.78 EX. 736.65 736.65 730.20 732.90 732.90 731.25 731.25 731.25731.25 726.92 733.33 728.10 EP 735.17 735.82 BW 736.82 TW 736 737 1% 1% 1% 0.025% 0.025% 0.025% 732.90 732.90 730731732733 72 9 U: \ A c c o u n t s \ R T E 3 7 \ R T E 3 7 1 8 0 0 1 - R t 3 7 S e l f S t o r a g e E x p a n s i o n \ D E S I G N \ _ S H E E T S \ S P \ C S 4 0 0 . d w g PL O T T E D : 12 / 1 8 / 2 0 1 8 1 : 1 9 P M , B Y : Do n o v a n V a r n e y PL O T S T Y L E : Pe n n o n i N C S . s t b PR O J E C T S T A T U S : -- - - BY NO . DA T E RE V I S I O N S RTE3718001 AS NOTED CJM 2018-08-15 DLF SHEET APPROVED BY OF11 24 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. AL L D I M E N S I O N S M U S T B E V E R I F I E D B Y C O N T R A C T O R AN D O W N E R M U S T B E N O T I F I E D O F A N Y DI S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H W O R K 00 20'40' GRAPHIC SCALE: 1" = 20' 11 - 1 4 - 1 8 1 R E V I S E D P E R A G E N C Y C O M M E N T S DK V 12 / 1 4 / 1 8 2 R E V I S E D P E R W A T E R A U T H O R I T Y C O M M E N T S DK V PE N N O N I A S S O C I A T E S I N C . 11 7 E a s t P i c c a d i l l y S t r e e t Wi n c h e s t e r , V A 2 2 6 0 1 T 54 0 . 6 6 7 . 2 1 3 9 F 54 0 . 6 6 5 . 0 4 9 3 NORT H RO U T E 3 7 S T O R A G E SI T E D E V E L O P M E N T P L A N KA V A N A U G H D R . | W I N C H E S T E R , V A . 2 2 6 0 2 BA C K C R E E K D I S T R I C T RT . 3 7 S E L F S T O R A G E , L L C 38 6 2 V A L L E Y P I K E | W I N C H E S T E R , V A . 2 2 6 0 2 GR A D I N G & D R A I N A G E P L A N PERMIT DRAWINGS CS400 12-17-2018 DAVID L. FRANK Lic. No.1061 MATCH LINE SHEET 11A - CS401 GA EXIT R A M P O/H U T I L I T Y L I N E WPP WPP WPP WPP WPP K A V A N A U G H D R I V E R T E . 8 3 9 N/F STATE OF VIRGINIA 75A-6-B-41 VANCO, LLC DB 969 PG 1197 8 ES-2 (48") INV 726.92 11' OF 48" CMP @ 2.25% EX. K A V A N A U G H D R . (GR A V E L R E S U R F A C E ) R/W V A R I E S SPEE D L I M I T : U N P O S T E D (NO A D T L I S T E D F 8 3 9 K A V A N A U G H D R I V E 2 0 1 0 V D O T T R A F F I C C O U N T S ) EXISTING GRAVEL ROADWAY REFURBISHED TO 8" SECTION WITH 4% CROSS-SLOPE +/- 1,100 L F T O I N T X R T 1 1 A N D K A V A N A U G H D R I V E +/- 345' T O N E X T E N T R A N C E Rock Outlet Protection Standard EC-1 Type A Min. Apron Length = 28' Min. Upstream Width = 12.0' Min. Downstream Width = 32.0' Min. Rock Size D50 = 1.3' Min. Thickness = 24" Underlay with geotextile 725 73 5 73 0 72 5 72 4 725 73 0736 737 73 7 7 3 6 73 8 73 9 74 0 739 739 735 740 739739 740 726.92 739.00 739.80 739.80 739.00 736 737 738 739 739 73 5 734 73 6 73 7 73 8 740 74 5 74174274374 4 740 739741742743744 735 734 736 737 738 U: \ A c c o u n t s \ R T E 3 7 \ R T E 3 7 1 8 0 0 1 - R t 3 7 S e l f S t o r a g e E x p a n s i o n \ D E S I G N \ _ S H E E T S \ S P \ C S 4 0 1 . d w g PL O T T E D : 12 / 1 8 / 2 0 1 8 1 : 2 0 P M , B Y : Do n o v a n V a r n e y PL O T S T Y L E : Pe n n o n i N C S . s t b PR O J E C T S T A T U S : -- - - BY NO . DA T E RE V I S I O N S RTE3718001 AS NOTED CJM 2018-08-15 DLF SHEET APPROVED BY OF11A 24 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. AL L D I M E N S I O N S M U S T B E V E R I F I E D B Y C O N T R A C T O R AN D O W N E R M U S T B E N O T I F I E D O F A N Y DI S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H W O R K 00 20'40' GRAPHIC SCALE: 1" = 20' 12 / 1 4 / 1 8 2 R E V I S E D P E R W A T E R A U T H O R I T Y C O M M E N T S DK V PE N N O N I A S S O C I A T E S I N C . 11 7 E a s t P i c c a d i l l y S t r e e t Wi n c h e s t e r , V A 2 2 6 0 1 T 54 0 . 6 6 7 . 2 1 3 9 F 54 0 . 6 6 5 . 0 4 9 3 NORT H RO U T E 3 7 S T O R A G E SI T E D E V E L O P M E N T P L A N KA V A N A U G H D R . | W I N C H E S T E R , V A . 2 2 6 0 2 BA C K C R E E K D I S T R I C T RT . 3 7 S E L F S T O R A G E , L L C 38 6 2 V A L L E Y P I K E | W I N C H E S T E R , V A . 2 2 6 0 2 GR A D I N G & D R A I N A G E P L A N PERMIT DRAWINGS CS401 12-17-2018 DAVID L. FRANK Lic. No.1061 MATCH LINE SHEET 11 - CS400 STORM SEWER PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 720 730 740 720 730 740 0+00 72 9 . 1 72 9 . 0 2 1+00 73 3 . 8 72 9 . 7 2 73 3 . 0 73 4 . 8 5 2+00 73 3 . 2 73 4 . 9 2 73 3 . 4 73 4 . 9 9 3+00 73 3 . 9 73 4 . 6 4 73 3 . 9 73 4 . 6 3 4+00 73 4 . 0 73 5 . 3 7 73 4 . 3 73 6 . 0 9 5+00 73 4 . 5 73 5 . 6 1 5+47.50 73 1 . 7 61' OF 15" HDPE @ 0.48% #5 - D I - 7 RI M 7 3 4 . 5 0 IN V I N 7 3 1 . 5 1 ( 6 ) IN V O U T 7 3 1 . 4 1 ( 4 ) #7 - D I - 7 RI M 7 3 5 . 5 0 IN V O U T 7 3 2 . 5 2 ( 6 ) #6 - D I - 7 RI M 7 3 4 . 7 0 IN V I N 7 3 1 . 9 0 ( 7 ) IN V O U T 7 3 1 . 8 0 ( 5 ) 126' OF 15" HDPE @ 0.49% 20' 15" HDPE @ 1.47% 160' OF 15" HDPE @ 0.60% 26' OF 18" HDPE @ 0.58% #4 - 4 8 " M H RI M 7 3 4 . 9 0 IN V I N 7 3 0 . 4 5 ( 5 ) IN V O U T 7 3 0 . 3 5 ( 3 ) FINISHED GRADE EXISTING GRADE #2 - 4 8 " S T A N D P I P E RI M 7 3 0 . 9 5 IN V O U T 7 2 9 . 3 0 ( 1 ) #3 - E S - 1 ( 1 8 " ) IN V I N 7 3 0 . 2 0 ( 4 ) STA:3+55.59 ELEV:729.44 8" DIP CL52 FIRELINE STA:3+62.66 ELEV:729.65 6" DIP CL52 FIRELINE 18 " M I N . CL E A R . R E Q . 18 " M I N . CL E A R . R E Q . #1 - E S - 1 ( 2 4 " ) IN V I N 7 2 9 . 0 0 ( 2 ) CULVERT EXTENSION HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 720 730 740 720 730 740 0+00 72 4 . 4 1+00 73 3 . 9 73 3 . 7 2 73 0 . 4 1+79.81 73 0 . 9 2' OF 48" CMP @ 2.25% #9 - ES-2 (48") INV 728.10 EX. 48" CM P @ 2 . 2 5 % 11' OF 48" CMP @ 2.25% #8 - ES-2 (48") INV 726.92 FINISHED GRADE EXISTING GRADE U: \ A c c o u n t s \ R T E 3 7 \ R T E 3 7 1 8 0 0 1 - R t 3 7 S e l f S t o r a g e E x p a n s i o n \ D E S I G N \ _ S H E E T S \ S P \ C S 4 1 0 . d w g PL O T T E D : 12 / 1 8 / 2 0 1 8 1 : 2 0 P M , B Y : Do n o v a n V a r n e y PL O T S T Y L E : Pe n n o n i N C S . s t b PR O J E C T S T A T U S : -- - - BY NO . DA T E RE V I S I O N S RTE3718001 AS NOTED CJM 2018-08-15 DLF SHEET APPROVED BY OF12 24 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. AL L D I M E N S I O N S M U S T B E V E R I F I E D B Y C O N T R A C T O R AN D O W N E R M U S T B E N O T I F I E D O F A N Y DI S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H W O R K 11 - 1 4 - 1 8 1 R E V I S E D P E R A G E N C Y C O M M E N T S DK V 12 / 1 4 / 1 8 2 R E V I S E D P E R W A T E R A U T H O R I T Y C O M M E N T S DK V PE N N O N I A S S O C I A T E S I N C . 11 7 E a s t P i c c a d i l l y S t r e e t Wi n c h e s t e r , V A 2 2 6 0 1 T 54 0 . 6 6 7 . 2 1 3 9 F 54 0 . 6 6 5 . 0 4 9 3 RO U T E 3 7 S T O R A G E SI T E D E V E L O P M E N T P L A N KA V A N A U G H D R . | W I N C H E S T E R , V A . 2 2 6 0 2 BA C K C R E E K D I S T R I C T RT . 3 7 S E L F S T O R A G E , L L C 38 6 2 V A L L E Y P I K E | W I N C H E S T E R , V A . 2 2 6 0 2 ST O R M D R A I N P R O F I L E S PERMIT DRAWINGS CS410 12-17-2018 DAVID L. FRANK Lic. No.1061 STORM SEWER PIPE COMPUTATIONS STORM SEWER INLET COMPUTATIONS Ex. KAVANAUGH ROAD CULVERT COMPUTATIONS NOTE: ROOF DRAINS FROM BUILDINGS A, B, AND C ARE DIRECTED TO THE NORTH INTO THE CURB CUTS OR INTO THE DRAINAGE SWALE OR POND FIRE SERVICE - CITY OF WINCHESTER HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 720 730 740 750 720 730 740 750 -0+50 0+00 73 3 . 7 73 3 . 6 9 73 3 . 8 73 3 . 8 4 1+00 73 4 . 0 73 3 . 9 5 73 3 . 7 73 3 . 7 3 2+00 73 3 . 5 73 3 . 4 8 73 3 . 1 73 3 . 1 1 3+00 73 1 . 8 73 1 . 8 2 3+50 73 0 . 6 73 0 . 5 9 EX CITY WATERLINE 8" PIPE (ASSUME 36" COVER) 8" FIRE LINE DIP CL-52 PHASE I - FIRE SERVICE CONNECTION 8" TAPPING SLEEVE 8" G V & 6 " R E D . - 3 + 2 0 . 4 1 FI R E H Y D R A N T A S S Y . - S T A . 3 + 2 6 . 0 4 EXISTING GRADE PROPOSED GRADE 36" MIN. COVER REQ. 45 ° B E N D S T A . 0 + 5 6 . 6 4 45 ° B E N D S T A . 0 + 9 2 . 0 6 18 " M I N . STA:0+31.78 8"x8" CROSS (2) FH ASSEMBLY (2) 6" G.V. STA:0+44.78 8"x6" TEE 6" FIRELINE SERVICE AND VAULT STA:0+36.78 5 8" W.M. 7 6 1 5 " H D P E 5 1 5 " H D P E 15" HDPE 4 1 8 " H D P E FIRE HYD. ASM. 6" FIRE LINE SERVICE TO BUILDING "A" FIRE HYD. ASM. 8" FIRE LINE DIP CL-52 20' CITY OF WINCHESTER WATER ESMT. PHASE I - FIRE SERVICE & FIRE SUPPRESSION SYSTEMS ARE SUBJECT TO DESIGN, CONSTRUCTION AND INSPECTION STANDARDS, AS SPECIFIED BY CITY OF WINCHESTER PUBLIC UTILITIES. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 WD - 6 6" FI R E L I N E DIP C L - 5 2 FDC 8X6 CROSS FIRE HYD. ASM. 6' CLEARTO BLDG 58" WM WET TAP 8" G. V. 8X6 TEE 6" G.V. BUILDING "A" 2-STORY CLIMATE CONTROLLED 18,000 SF FFE=736.82 BUILDING "C" - 5,250 SF FFE=735.82 175.00' 3 0 . 0 0 ' 9 0 . 0 0 ' 200.00' S E C U R I T Y F E N C E SE C U R I T Y F E N C E CG-6R 2' CURB CUT 2' CURB CUT 3' CURB CUT 10' TRANSITION TO CG-6 10 ' P A R K I N G S E T B A C K R5' R5' R3 1 ' R32' WPP GA EX . 4 0 ' P O T O M A C E D I S O N E S M T . DB 5 1 8 P G 2 7 2 WPP 75A-6-B-41A PROSPERITY DRIVE DEVELOPMENT GROUP, LLC INST. 070014290 ZONE B2 VACANT N 7 9 ° 0 2 ' 2 3 " E 5 0 . 1 2 ' S 4 4 ° 5 6 ' 2 0 " E 1 7 8 . 7 7 ' N 5 9 ° 4 5 ' 3 7 " W 2 2 0 . 0 0 ' U: \ A c c o u n t s \ R T E 3 7 \ R T E 3 7 1 8 0 0 1 - R t 3 7 S e l f S t o r a g e E x p a n s i o n \ D E S I G N \ _ S H E E T S \ S P \ C S 5 0 0 . d w g PL O T T E D : 12 / 1 8 / 2 0 1 8 1 : 2 0 P M , B Y : Do n o v a n V a r n e y PL O T S T Y L E : Pe n n o n i N C S . s t b PR O J E C T S T A T U S : -- - - BY NO . DA T E RE V I S I O N S RTE3718001 AS NOTED CJM 2018-08-15 DLF SHEET APPROVED BY OF13 24 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. AL L D I M E N S I O N S M U S T B E V E R I F I E D B Y C O N T R A C T O R AN D O W N E R M U S T B E N O T I F I E D O F A N Y DI S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H W O R K 11 - 1 4 - 1 8 1 R E V I S E D P E R A G E N C Y C O M M E N T S DK V 12 / 1 4 / 1 8 2 R E V I S E D P E R W A T E R A U T H O R I T Y C O M M E N T S DK V PE N N O N I A S S O C I A T E S I N C . 11 7 E a s t P i c c a d i l l y S t r e e t Wi n c h e s t e r , V A 2 2 6 0 1 T 54 0 . 6 6 7 . 2 1 3 9 F 54 0 . 6 6 5 . 0 4 9 3 RO U T E 3 7 S T O R A G E SI T E D E V E L O P M E N T P L A N KA V A N A U G H D R . | W I N C H E S T E R , V A . 2 2 6 0 2 BA C K C R E E K D I S T R I C T RT . 3 7 S E L F S T O R A G E , L L C 38 6 2 V A L L E Y P I K E | W I N C H E S T E R , V A . 2 2 6 0 2 PH A S E I U T I L I T I E S - F I R E S E R V I C E CI T Y O F W I N C H E S T E R P U B L I C U T I L I T I E S PERMIT DRAWINGS CS500 12-17-2018 DAVID L. FRANK Lic. No.1061 00 40'80' GRAPHIC SCALE: 1" = 40' NORTH WPP GA GA HIGH TE N S I O N P O W E R L I N E CSX RAILROAD RO U T E 3 7 S O U T H (V A R I A B L E W I D T H R / W ) EXIT R A M P EX . 4 0 ' P O T O M A C E D I S O N E S M T . DB 5 1 8 P G 2 7 2 WPP WPP WPP WPP WPP PIN 75-A-6 SGR PROPERTIES, LLC INST. 110011160 ZONE: B2 VACANT PROSPERITY DRIVE DEVELOPMENT GROUP, LLC INST. 070014290 N/F STATE OF VIRGINIA N 34°04'23" E 183.10' N 33°19'23" E 162.00'N 7 9 ° 0 2 ' 2 3 " E 5 0 . 1 2 ' S 4 4 ° 5 6 ' 2 0 " E 1 7 8 . 7 7 ' S 2 4 ° 5 9 ' 1 0 " E 1 3 1 . 0 8 ' S 31°10'01" W 257.01' N 5 9 ° 4 5 ' 3 7 " W 2 2 0 . 0 0 ' PRE DEV. DA 1 2.23 AC.PRE DEV. DA 2 0.61 AC. 7 3 3 7 3 2734 732733734734733732732733 73 47 3 3 7 3 2 7 3 2 733 73 3 73 2 733 731 729 7 3 0 7 3 2 7 3 1 730731 729 728 727 726727728 73 5 73 0 72 5 72 4 725 73 0 7 2 9 7 3 0 735 736 737 73 7 7 3 6 73 8 740 7 3 4 735 739 73 4 7 3 4 7 3 3 7 3 2 73 2 73 3 73 4 73 5 732 73 5 732.08 EX. 731.78 EX.731.82 EX.731.65 EX.732.17 EX.731.78 EX. 730731732733 72 9 6C W 8B S E C U R I T Y F E N C E 2 2 . 0 0 ' CG-1 1 E N T . GATE 1 6 4 1 30.00' EX. K A V A N A U G H D R . (GR A V E L R E S U R F A C E ) R/W V A R I E S SPEE D L I M I T : U N P O S T E D (NO A D T L I S T E D F 8 3 9 K A V A N A U G H DRIV E 2 0 1 0 V D O T T R A F F I C C O U N T S ) R35' 4 7 SE C U R I T Y F E N C E PROPOSED STOP BAR PROPOSED STOP SIGN PROPOSED FENCE EXISTING GRAVELROADWAYREFURBISHED TO 8"SECTION WITH 4% CROSS-SLOPE EXISTING FENCE(TO BE RELOCATED) SWM POND 65 VPD 70' DIAMETER GRAVEL CUL-DE-SAC 35.00' R5' R5' R5 ' R 6 5 ' R1 5 ' R13 ' R 5 'R5 ' R2 5 ' R3 1 ' R32' R2 5 ' R25' NO GRADINGWITHIN 10' OF POWER POLE WPP GA GA HIGH TE N S I O N P O W E R L I N E CSX RAILROAD RO U T E 3 7 S O U T H (V A R I A B L E W I D T H R / W ) EXIT R A M P EX . 4 0 ' P O T O M A C E D I S O N E S M T . DB 5 1 8 P G 2 7 2 WPP WPP WPP WPP WPP PIN 75-A-6 SGR PROPERTIES, LLC INST. 110011160 ZONE: B2 VACANT 75A-6-B-41A PROSPERITY DRIVE DEVELOPMENT GROUP, LLC INST. 070014290 ZONE B2 VACANT N/F STATE OF VIRGINIA N 34°04'23" E 183.10' N 33°19'23" E 162.00'N 7 9 ° 0 2 ' 2 3 " E 5 0 . 1 2 ' S 4 4 ° 5 6 ' 2 0 " E 1 7 8 . 7 7 ' S 2 4 ° 5 9 ' 1 0 " E 1 3 1 . 0 8 ' S 31°10'01" W 257.01' N 5 9 ° 4 5 ' 3 7 " W 2 2 0 . 0 0 ' 730 730 730 735 729 731 731 731 732 732 732 733 734 731.50 731.55 731.61 731.68 731.74731.80EX. 730.50 73 5 73 4 73 6 73 6 73 6 73 5 73 1 73 2 73 3 73 4 735 7 3 2 7 3 3 73 4 73 0 725 727 735 734734 735 7 3 6 735 732 73 0 736.65 BW 736.82 TW 7 3 3 7 3 2734 732733734734733732732733 73 47 3 3 7 3 2 7 3 2 733 73 3 73 2 733 731 729 7 3 0 7 3 2 7 3 1 730 731 729 728 727 726727728 73 5 73 0 72 5 72 4 725 73 0 7 2 9 7 3 0 735 736 737 73 7 7 3 6 73 8 740 7 3 4 735 739 73 4 7 3 4 7 3 3 7 3 2 73 2 73 3 73 4 73 5 732 73 5 732.08 EX. 731.78 EX.731.82 EX.731.65 EX.732.17 EX. 736.82 736.77 BW 736.82 TW 736.82 731.78 EX. 736.65 736.65 735.82 BW 736.82 TW 736 737 738 1% 1% 1% 0.025% 0.025% 0.025% 730731732733 72 9 6C W 8B POST DEV. DA 1 2.50 AC. POST DEV. DA 2 0.34 AC. BUILDING "A" 2-STORY CLIMATE CONTROLLED 18,000 SF FFE=736.82 BUILDING "C" - 5,250 SF FFE=735.82 175.00' 3 0 . 0 0 ' 9 0 . 0 0 ' 200.00' BUILDING "D" - 3,600 SF FFE=735.57 120.00' 3 0 . 0 0 ' 3 1 . 0 0 ' 3 1 . 0 0 ' S E C U R I T Y F E N C E 2 2 . 0 0 ' CG-1 1 E N T . 35' BUILDING SETBACK GATE 1 6 3 1 . 0 0 ' 2 4 . 0 0 ' 4 1 BUILDING "B" - 2,250 SF - FFE=736.82 31.00' 3 1 . 0 1 ' 22.00' 30.00' EX. K A V A N A U G H D R . (GR A V E L R E S U R F A C E ) R/W V A R I E S SPEE D L I M I T : U N P O S T E D (NO A D T L I S T E D F 8 3 9 K A V A N A U G H DRIV E 2 0 1 0 V D O T T R A F F I C C O U N T S ) R35' 36.00' 31.00' 4 7 27.00' SE C U R I T Y F E N C E CG-6R 10' TRANSITIONTO CG-6 2' CURB CUT 2' CURB CUT 3' CURB CUT 2' CURB CUT PROPOSED STOP BAR PROPOSED STOP SIGN 10' TRANSITION TO CG-6 CG-6R PROPOSED FENCE EXISTING GRAVEL ROADWAYREFURBISHED TO 8"SECTION WITH 4%CROSS-SLOPE EXISTING FENCE (TO BE RELOCATED) SWM POND 65 VPD 5 7 . 1 6 ' 1 1 . 7 6 ' 57.11'70.75' NOSE DOWN CURB NOSE DOWN CURB 70' DIAMETER GRAVELCUL-DE-SAC 35.00' Rock Outlet Protection Standard EC-1 Type AMin. Apron Length = 28' Min. Upstream Width = 12.0'Min. Downstream Width = 32.0' Min. Rock Size D50 = 1.3'Min. Thickness = 24"Underlay with geotextile Rock Outlet ProtectionStandard EC-1 Type AMin. Apron Length = 12' Min. Upstream Width = 3.75'Min. Downstream Width = 13.25'Min. Rock Size D50 = 12"Min. Thickness = 18" Underlay with geotextile Rock Outlet Protection Standard EC-1 Type A Min. Apron Length = 10' Min. Upstream Width = 3.75' Min. Downstream Width = 11.25' Min. Rock Size D50 = 6" Min. Thickness = 9" Underlay with geotextile 10 ' P A R K I N G S E T B A C K EMERGENCY SPILLWAY LINED WITHCLASS 1 RIPRAP R5' R5' R5' R 6 5 ' R1 5 ' R13 ' R 5 ' R5 ' R2 5 ' R3 1 ' R32' R2 5 ' R25' NO GRADINGWITHIN 10' OFPOWER POLE U: \ A c c o u n t s \ R T E 3 7 \ R T E 3 7 1 8 0 0 1 - R t 3 7 S e l f S t o r a g e E x p a n s i o n \ D E S I G N \ _ S H E E T S \ S P \ C S 6 0 0 . d w g PL O T T E D : 12 / 1 8 / 2 0 1 8 1 : 2 1 P M , B Y : Do n o v a n V a r n e y PL O T S T Y L E : Pe n n o n i N C S . s t b PR O J E C T S T A T U S : -- - - BY NO . DA T E RE V I S I O N S RTE3718001 AS NOTED CJM 2018-08-15 DLF SHEET APPROVED BY OF14 24 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. AL L D I M E N S I O N S M U S T B E V E R I F I E D B Y C O N T R A C T O R AN D O W N E R M U S T B E N O T I F I E D O F A N Y DI S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H W O R K 11 - 1 4 - 1 8 1 R E V I S E D P E R A G E N C Y C O M M E N T S DK V 12 / 1 4 / 1 8 2 R E V I S E D P E R W A T E R A U T H O R I T Y C O M M E N T S DK V PE N N O N I A S S O C I A T E S I N C . 11 7 E a s t P i c c a d i l l y S t r e e t Wi n c h e s t e r , V A 2 2 6 0 1 T 54 0 . 6 6 7 . 2 1 3 9 F 54 0 . 6 6 5 . 0 4 9 3 NORT H RO U T E 3 7 S T O R A G E SI T E D E V E L O P M E N T P L A N KA V A N A U G H D R . | W I N C H E S T E R , V A . 2 2 6 0 2 BA C K C R E E K D I S T R I C T RT . 3 7 S E L F S T O R A G E , L L C 38 6 2 V A L L E Y P I K E | W I N C H E S T E R , V A . 2 2 6 0 2 PR E & P O S T - D E V E L O P E M E N T D R A I N A G E A R E A MA P PERMIT DRAWINGS CS600 12-17-2018 DAVID L. FRANK Lic. No.1061 00 40'80' GRAPHIC SCALE: 1" = 40' PRE-DEVELOPMENT 1" = 40' POST-DEVELOPMENT 1" = 40' U: \ A c c o u n t s \ R T E 3 7 \ R T E 3 7 1 8 0 0 1 - R t 3 7 S e l f S t o r a g e E x p a n s i o n \ D E S I G N \ _ S H E E T S \ S P \ C S 6 0 1 . d w g PL O T T E D : 12 / 1 8 / 2 0 1 8 1 : 4 4 P M , B Y : Do n o v a n V a r n e y PL O T S T Y L E : Pe n n o n i N C S . s t b PR O J E C T S T A T U S : -- - - BY NO . DA T E RE V I S I O N S RTE3718001 AS NOTED CJM 2018-08-15 DLF SHEET APPROVED BY OF15 24 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. AL L D I M E N S I O N S M U S T B E V E R I F I E D B Y C O N T R A C T O R AN D O W N E R M U S T B E N O T I F I E D O F A N Y DI S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H W O R K 11 - 1 4 - 1 8 1 R E V I S E D P E R A G E N C Y C O M M E N T S DK V 12 / 1 4 / 1 8 2 R E V I S E D P E R W A T E R A U T H O R I T Y C O M M E N T S DK V PE N N O N I A S S O C I A T E S I N C . 11 7 E a s t P i c c a d i l l y S t r e e t Wi n c h e s t e r , V A 2 2 6 0 1 T 54 0 . 6 6 7 . 2 1 3 9 F 54 0 . 6 6 5 . 0 4 9 3 RO U T E 3 7 S T O R A G E SI T E D E V E L O P M E N T P L A N KA V A N A U G H D R . | W I N C H E S T E R , V A . 2 2 6 0 2 BA C K C R E E K D I S T R I C T RT . 3 7 S E L F S T O R A G E , L L C 38 6 2 V A L L E Y P I K E | W I N C H E S T E R , V A . 2 2 6 0 2 ST O R M W A T E R M A N A G E M E N T C A L C U L A T I O N S PERMIT DRAWINGS CS601 12-17-2018 DAVID L. FRANK Lic. No.1061 BUILDING "C" - 5,250 SF FFE=735.82 BUILDING "D" - 3,600 SF FFE=735.57 3 1 . 0 0 ' 35' BUILDING SETBACK GATE 6 3 1 . 0 0 ' 1 3 1 . 0 1 ' R35' 31.00 ' SE C U R I T Y F E N C E CG-6R 2' CURB CUT 3' CURB CUT 2' CURB CUT 10' TRANSITION TO CG-6 PROPOSED FENCE EXISTING FENCE (TO BE RELOCATED) SWM POND NOSE DOWN CURB 35.00' Rock Outlet Protection Standard EC-1 Type A Min. Apron Length = 12' Min. Upstream Width = 3.75' Min. Downstream Width = 13.25' Min. Rock Size D50 = 12" Min. Thickness = 18" Underlay with geotextile Rock Outlet Protection Standard EC-1 Type A Min. Apron Length = 10' Min. Upstream Width = 3.75' Min. Downstream Width = 11.25' Min. Rock Size D50 = 6" Min. Thickness = 9" Underlay with geotextile 10 ' P A R K I N G S E T B A C K EMERGENCY SPILLWAY LINED WITH CLASS 1 RIPRAP R 5 'R5' R32' NO GRADING WITHIN 10' OF POWER POLE 730 730 730 735 729 731 731 731 732 732 732 733 734 735.65 735.65 735.65 735.65 735.40735.40 735.40 734.80 TC 735.08 734.25 TC 734.43 735.00 735.10 735.45 736.15 734.90 734.73 735.40 TC 735.25 TC 734.85 TC 734.54 733.67 TC 734.85 TC 735.00 734.35 734.75 TC 735.33 TC 734.89 TC 734.00 730.50 729.50 729.30 73 1 73 2 7 3 2 73 0 735 734 73 0 733 73 3 73 2 733 731 729 7 3 0 7 3 2 7 3 1 730 731 729 728 727 726 727 728 730.20 732.90 732.90 731.25 731.25 731.25731.25 1% 1%732.90 732.90 730731732733 8" FIRE LINE DIP CL-52 1+50 2 1 15" HDPE 15" HDPE 4 1 8 " H D P E 3 GA WPP WPP S 2 4 ° 5 9 ' 1 0 " E 1 3 1 . 0 8 ' S 31°10'01" W 257.01' STORM WATER MANAGEMENT POND HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 720 730 740 720 730 740 0+00 72 9 . 1 72 9 . 1 1 1+00 73 3 . 8 73 3 . 8 4 73 3 . 0 73 3 . 0 2 2+00 20' OF 15" HDPE @ 1.47% #2 - 4 8 " S T A N D P I P E RI M 7 3 0 . 9 5 IN V O U T 7 2 9 . 3 0 ( 1 ) 26' OF 18" HDPE @ 0.58% #4 - 4 8 " M H RI M 7 3 4 . 9 0 IN V I N 7 3 0 . 4 5 ( 5 ) IN V O U T 7 3 0 . 3 5 ( 3 ) #1 - E S - 1 ( 2 4 " ) IN V 7 2 9 . 0 0 #3 - E S - 1 ( 1 8 " ) IN V 7 3 0 . 2 0 WEIR=731.25 TOP OF BERM ELEV=732.90 FINISHED GRADE EXISTING GRADE SWM POND 100 YR. WSE 731.81 10 YR. WSE 731.43 2 YR. WSE 731.07 1 YR. WSE 730.81 U: \ A c c o u n t s \ R T E 3 7 \ R T E 3 7 1 8 0 0 1 - R t 3 7 S e l f S t o r a g e E x p a n s i o n \ D E S I G N \ _ S H E E T S \ S P \ C S 6 0 2 . d w g PL O T T E D : 12 / 1 8 / 2 0 1 8 1 : 2 1 P M , B Y : Do n o v a n V a r n e y PL O T S T Y L E : Pe n n o n i N C S . s t b PR O J E C T S T A T U S : -- - - BY NO . DA T E RE V I S I O N S RTE3718001 AS NOTED CJM 2018-08-15 DLF SHEET APPROVED BY OF16 24 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. AL L D I M E N S I O N S M U S T B E V E R I F I E D B Y C O N T R A C T O R AN D O W N E R M U S T B E N O T I F I E D O F A N Y DI S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H W O R K 11 - 1 4 - 1 8 1 R E V I S E D P E R A G E N C Y C O M M E N T S DK V 12 / 1 4 / 1 8 2 R E V I S E D P E R W A T E R A U T H O R I T Y C O M M E N T S DK V PE N N O N I A S S O C I A T E S I N C . 11 7 E a s t P i c c a d i l l y S t r e e t Wi n c h e s t e r , V A 2 2 6 0 1 T 54 0 . 6 6 7 . 2 1 3 9 F 54 0 . 6 6 5 . 0 4 9 3 NORT H RO U T E 3 7 S T O R A G E SI T E D E V E L O P M E N T P L A N KA V A N A U G H D R . | W I N C H E S T E R , V A . 2 2 6 0 2 BA C K C R E E K D I S T R I C T RT . 3 7 S E L F S T O R A G E , L L C 38 6 2 V A L L E Y P I K E | W I N C H E S T E R , V A . 2 2 6 0 2 SW M P O N D P L A N & P R O F I L E PERMIT DRAWINGS CS602 12-17-2018 DAVID L. FRANK Lic. No.1061 00 20'40' STORMWATER MANAGEMENT FACILITY OUTFALL STRUCTURE DETAIL N.T.S. WPP GA EX . 4 0 ' P O T O M A C E D I S O N E S M T . DB 5 1 8 P G 2 7 2 WPP WPP PIN 75-A-6 SGR PROPERTIES, LLC INST. 110011160 ZONE: B2 VACANT 75A-6-B-41A PROSPERITY DRIVE DEVELOPMENT GROUP, LLC INST. 070014290 ZONE B2 VACANT N/F STATE OF VIRGINIA N 34°04'23" E 183.10' N 33°19'23" E 162.00' N 7 9 ° 0 2 ' 2 3 " E 5 0 . 1 2 ' S 4 4 ° 5 6 ' 2 0 " E 1 7 8 . 7 7 ' S 2 4 ° 5 9 ' 1 0 " E 1 3 1 . 0 8 ' S 31°10'01" W 257.01' N 5 9 ° 4 5 ' 3 7 " W 2 2 0 . 0 0 ' BUILDING "A" 2-STORY CLIMATE CONTROLLED 18,000 SF FFE=736.82 BUILDING "C" - 5,250 SF FFE=735.82 175.00' 3 0 . 0 0 ' 9 0 . 0 0 ' 200.00' BUILDING "D" - 3,600 SF FFE=735.57 120.00' 3 0 . 0 0 ' 3 1 . 0 0 ' 3 1 . 0 0 ' S E C U R I T Y F E N C E 2 2 . 0 0 ' CG-1 1 E N T . 35' BUILDING SETBACK GATE 1 6 3 1 . 0 0 ' 2 4 . 0 0 ' 4 1 BUILDING "B" - 2,250 SF - FFE=736.82 31.00' 3 1 . 0 1 ' 22.00' 30.00' R35' 36.00' 31.00 ' 4 7 27.00' SE C U R I T Y F E N C E PROPOSED FENCE EXISTING FENCE (TO BE RELOCATED) SWM POND 65 VPD 5 7 . 1 6 ' 1 1 . 7 6 ' 57.11'70.75' 70' DIAMETER GRAVEL CUL-DE-SAC 35.00' 10 ' P A R K I N G S E T B A C K R5' R5' R5' R 6 5 ' R15 ' R13 ' R 5 'R5' R2 5 ' R3 1 ' R32' R2 5 ' R25' NO GRADING WITHIN 10' OF POWER POLE FIRE HYD. ASM. 6" FIRE LINE SERVICE TO BUILDING "A" FIRE HYD. ASM. 8" FIRE LINE DIP CL-52 20' CITY OF WINCHESTER WATER ESMT. PHASE I - FIRE SERVICE & FIRE SUPPRESSION SYSTEMS ARE SUBJECT TO DESIGN, CONSTRUCTION AND INSPECTION STANDARDS, AS SPECIFIED BY CITY OF WINCHESTER PUBLIC UTILITIES. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 WD - 6 6" FI R E L I N E DIP C L - 5 2 FDC 8X6 CROSS FIRE HYD. ASM. 6' CLEAR TO BLDG 58" WM WET TAP 8" G. V. 8X6 TEE 6" G.V. PROPOSED FIRE LANE SIGN TYPE "D" PROPOSED FIRE LANE SIGN TYPE "D" PROPOSED FIRE LANE SIGN TYPE "A" PROPOSED FIRE LANE SIGN TYPE "C" PROPOSED FIRE LANE SIGN TYPE "A" PROPOSED FIRE LANE SIGN TYPE "C" PROPOSED FIRE LANE SIGN TYPE "D" PROPOSED FIRE LANE SIGN TYPE "A" PROPOSED FIRE LANE SIGN TYPE "C" PROPOSED FIRE LANE (TYP.) PROPOSED FIRE LANE (TYP.) PROPOSED FIRE LANE SIGN TYPE "D" PROPOSED FIRE LANE SIGN TYPE "D" PROPOSED FIRE LANE SIGN TYPE "D" U: \ A c c o u n t s \ R T E 3 7 \ R T E 3 7 1 8 0 0 1 - R t 3 7 S e l f S t o r a g e E x p a n s i o n \ D E S I G N \ _ S H E E T S \ S P \ C S 8 0 0 . d w g PL O T T E D : 12 / 1 8 / 2 0 1 8 1 : 2 2 P M , B Y : Do n o v a n V a r n e y PL O T S T Y L E : Pe n n o n i N C S . s t b PR O J E C T S T A T U S : -- - - BY NO . DA T E RE V I S I O N S RTE3718001 AS NOTED CJM 2018-08-15 DLF SHEET APPROVED BY OF17 24 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. AL L D I M E N S I O N S M U S T B E V E R I F I E D B Y C O N T R A C T O R AN D O W N E R M U S T B E N O T I F I E D O F A N Y DI S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H W O R K 11 - 1 4 - 1 8 1 R E V I S E D P E R A G E N C Y C O M M E N T S DK V 12 / 1 4 / 1 8 2 R E V I S E D P E R W A T E R A U T H O R I T Y C O M M E N T S DK V PE N N O N I A S S O C I A T E S I N C . 11 7 E a s t P i c c a d i l l y S t r e e t Wi n c h e s t e r , V A 2 2 6 0 1 T 54 0 . 6 6 7 . 2 1 3 9 F 54 0 . 6 6 5 . 0 4 9 3 NORT H RO U T E 3 7 S T O R A G E SI T E D E V E L O P M E N T P L A N KA V A N A U G H D R . | W I N C H E S T E R , V A . 2 2 6 0 2 BA C K C R E E K D I S T R I C T RT . 3 7 S E L F S T O R A G E , L L C 38 6 2 V A L L E Y P I K E | W I N C H E S T E R , V A . 2 2 6 0 2 LI F E S A F E T Y P L A N PERMIT DRAWINGS CS800 12-17-2018 DAVID L. FRANK Lic. No.1061 00 20'40' EXISTING STAND OF TREES6' BOARD ON BOARD FENCE SEE DETAIL SHEET CS901 6' BOARD ON BOARD FENCE SEE DETAIL SHEET CS901 6' BOARD ON BOARD FENCE SEE DETAIL SHEET CS901 6' BOARD ON BOARD FENCE SEE DETAIL SHEET CS901 WPP GA GA RO U T E 3 7 S O U T H (V A R I A B L E W I D T H R / W ) EX . 4 0 ' P O T O M A C E D I S O N E S M T . DB 5 1 8 P G 2 7 2 WPP WPP WPP PIN 75-A-6 SGR PROPERTIES, LLC INST. 110011160 ZONE: B2 VACANT 75A-6-B-41A PROSPERITY DRIVE DEVELOPMENT GROUP, LLC INST. 070014290 ZONE B2 VACANT N/F STATE OF VIRGINIA BUILDING "A" 2-STORY CLIMATE CONTROLLED 18,000 SF FFE=736.82 BUILDING "C" - 5,250 SF FFE=735.82 BUILDING "D" - 3,600 SF FFE=735.57 S E C U R I T Y F E N C E 35' BUILDING SETBACK GATE BUILDING "B" - 2,250 SF - FFE=736.82 SE C U R I T Y F E N C E CG-6R 10' TRANSITION TO CG-6 2' CURB CUT 2' CURB CUT 3' CURB CUT 2' CURB CUT PROPOSED STOP BAR 10' TRANSITION TO CG-6 CG-6R PROPOSED FENCE SWM POND NOSE DOWN CURB NOSE DOWN CURB Rock Outlet Protection Standard EC-1 Type A Min. Apron Length = 12' Min. Upstream Width = 3.75' Min. Downstream Width = 13.25' Min. Rock Size D50 = 12" Min. Thickness = 18" Underlay with geotextile Rock Outlet Protection Standard EC-1 Type A Min. Apron Length = 10' Min. Upstream Width = 3.75' Min. Downstream Width = 11.25' Min. Rock Size D50 = 6" Min. Thickness = 9" Underlay with geotextile 10 ' P A R K I N G S E T B A C K EMERGENCY SPILLWAY LINED WITH CLASS 1 RIPRAP R5' R5' R5' R 6 5 ' R15 ' R13 ' R 5 'R5' R2 5 ' R3 1 ' R32' R2 5 ' R25' NO GRADING WITHIN 10' OF POWER POLE 730 730 730 735 729 731 731 731 732 732 732 733 734 736.65 736.65 736.65 736.65 736.65 736.65 735.65 735.65 735.65 735.65 735.65 735.65 735.40735.40 735.40 735.40 735.40 734.85 735.90 735.90 736.65 TC 735.50 TC 734.93 734.80 TC 735.08 734.25 736.65 TC 734.43 735.00 TC 735.52 TC 735.28 TC 736.17 736.65 736.65 734.70 734.75 736.25 734.50 735.10 735.45 736.65 736.49 735.50 734.98 736.15 734.90 734.73 735.40 TC 735.25 TC 734.85 TC 734.54 733.67 TC 734.85 TC 734.95 TC 735.00 TC 735.20 TC 733.80 734.35TC 735.33 TC 732.00 734.75 TC 735.33 TC 735.50 TC 737.13 TC 735.30 TC 736.40 TC 735.80 TC 734.60 TC 734.05 TC 734.89 TC 735.60 TC 734.60 TC 734.33 TC 734.00 TC 736.80 731.50 731.55 731.61 731.68 731.74 731.80 EX. 730.50 729.50 729.30 73 5 73 4 73 6 73 6 73 6 73 5 73 1 73 2 73 3 73 4 735 7 3 2 7 3 3 73 4 73 0 735 734734 735 7 3 6 735 732 73 0 736.65 BW 736.82 TW 7 3 3 7 3 2734 732733734 734733732732733 73 4 7 3 3 7 3 2 7 3 2 733 73 3 73 2 733 731 729 7 3 0 7 3 2 7 3 1 730 731 729 728 727 726 727 728 73 0 7 2 9 7 3 0 735 7 3 4 735 739 73 4 7 3 4 7 3 3 7 3 2 73 2 73 3 73 4 73 5 732 73 5 732.08 EX. 731.78 EX. 731.82 EX.731.65 EX.732.17 EX. 736.82 736.77 BW 736.82 TW 736.82 731.78 EX. 736.65 736.65 730.20 732.90 732.90 731.25 731.25 731.25731.25 733.33 728.10 EP 735.17 735.82 BW 736.82 TW 1% 1% 1% 0.025% 0.025% 0.025% 732.90 732.90 730731732733 72 9 U: \ A c c o u n t s \ R T E 3 7 \ R T E 3 7 1 8 0 0 1 - R t 3 7 S e l f S t o r a g e E x p a n s i o n \ D E S I G N \ _ S H E E T S \ S P \ C S 8 1 0 . d w g PL O T T E D : 12 / 1 8 / 2 0 1 8 1 : 2 2 P M , B Y : Do n o v a n V a r n e y PL O T S T Y L E : Pe n n o n i N C S . s t b PR O J E C T S T A T U S : -- - - BY NO . DA T E RE V I S I O N S RTE3718001 AS NOTED CJM 2018-08-15 DLF SHEET APPROVED BY OF18 24 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. AL L D I M E N S I O N S M U S T B E V E R I F I E D B Y C O N T R A C T O R AN D O W N E R M U S T B E N O T I F I E D O F A N Y DI S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H W O R K 00 20'40' GRAPHIC SCALE: 1" = 20' 11 - 1 4 - 1 8 1 R E V I S E D P E R A G E N C Y C O M M E N T S DK V 12 / 1 4 / 1 8 2 R E V I S E D P E R W A T E R A U T H O R I T Y C O M M E N T S DK V PE N N O N I A S S O C I A T E S I N C . 11 7 E a s t P i c c a d i l l y S t r e e t Wi n c h e s t e r , V A 2 2 6 0 1 T 54 0 . 6 6 7 . 2 1 3 9 F 54 0 . 6 6 5 . 0 4 9 3 NORT H RO U T E 3 7 S T O R A G E SI T E D E V E L O P M E N T P L A N KA V A N A U G H D R . | W I N C H E S T E R , V A . 2 2 6 0 2 BA C K C R E E K D I S T R I C T RT . 3 7 S E L F S T O R A G E , L L C 38 6 2 V A L L E Y P I K E | W I N C H E S T E R , V A . 2 2 6 0 2 LA N D S C A P E P L A N PERMIT DRAWINGS CS810 12-17-2018 DAVID L. FRANK Lic. No.1061 U: \ A c c o u n t s \ R T E 3 7 \ R T E 3 7 1 8 0 0 1 - R t 3 7 S e l f S t o r a g e E x p a n s i o n \ D E S I G N \ _ S H E E T S \ S P \ C S 8 1 1 . d w g PL O T T E D : 12 / 1 8 / 2 0 1 8 1 : 2 2 P M , B Y : Do n o v a n V a r n e y PL O T S T Y L E : Pe n n o n i N C S . s t b PR O J E C T S T A T U S : -- - - BY NO . DA T E RE V I S I O N S RTE3718001 AS NOTED CJM 2018-08-15 DLF SHEET APPROVED BY OF19 24 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. AL L D I M E N S I O N S M U S T B E V E R I F I E D B Y C O N T R A C T O R AN D O W N E R M U S T B E N O T I F I E D O F A N Y DI S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H W O R K 11 - 1 4 - 1 8 1 R E V I S E D P E R A G E N C Y C O M M E N T S DK V 12 / 1 4 / 1 8 2 R E V I S E D P E R W A T E R A U T H O R I T Y C O M M E N T S DK V PE N N O N I A S S O C I A T E S I N C . 11 7 E a s t P i c c a d i l l y S t r e e t Wi n c h e s t e r , V A 2 2 6 0 1 T 54 0 . 6 6 7 . 2 1 3 9 F 54 0 . 6 6 5 . 0 4 9 3 RO U T E 3 7 S T O R A G E SI T E D E V E L O P M E N T P L A N KA V A N A U G H D R . | W I N C H E S T E R , V A . 2 2 6 0 2 BA C K C R E E K D I S T R I C T RT . 3 7 S E L F S T O R A G E , L L C 38 6 2 V A L L E Y P I K E | W I N C H E S T E R , V A . 2 2 6 0 2 LA N D S C A P E D E T A I L S PERMIT DRAWINGS CS811 12-17-2018 DAVID L. FRANK Lic. No.1061 M H : 1 4 M H : 1 4 M H : 1 4 M H : 1 4 M H : 1 4 M H : 1 4 M H : 1 4 M H : 1 4 M H : 1 4 M H : 1 4 M H : 1 4 M H : 1 4 M H : 1 4 M H : 1 4 M H : 1 4 M H : 1 4 M H : 1 4 M H : 1 4 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 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0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 3 0 . 5 0 . 7 1 . 5 3 . 3 4 . 2 4 . 9 4 . 8 4 . 3 3 . 7 2 . 5 0 . 5 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 2 0 . 4 1 . 0 1 . 7 2 . 5 3 . 5 5 . 0 4 . 6 6 . 0 5 . 3 4 . 5 4 . 5 3 . 9 1 . 9 0 . 3 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 2 0 . 4 1 . 2 2 . 4 3 . 3 3 . 4 4 . 0 6 . 4 4 . 3 3 . 2 3 . 5 6 . 1 4 . 9 3 . 7 1 . 0 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 4 1 . 5 3 . 0 3 . 2 3 . 5 3 . 9 3 . 9 3 . 9 2 . 6 3 . 5 5 . 1 4 . 6 2 . 7 0 . 7 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 2 0 . 4 0 . 8 2 . 4 4 . 0 4 . 8 4 . 1 3 . 7 4 . 0 3 . 4 1 . 4 2 . 9 5 . 8 4 . 5 3 . 0 1 . 8 0 . 6 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 2 0 . 3 0 . 9 1 . 8 3 . 1 4 . 4 4 . 7 5 . 7 4 . 9 3 . 1 2 . 8 2 . 6 2 . 6 0 . 8 2 . 6 2 . 8 3 . 0 2 . 8 1 . 3 0 . 4 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 4 1 . 3 2 . 7 3 . 7 4 . 0 5 . 8 5 . 6 3 . 3 2 . 7 2 . 7 4 . 6 4 . 1 2 . 4 2 . 4 3 . 0 3 . 0 1 . 9 0 . 6 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 2 0 . 3 0 . 6 2 . 2 3 . 6 3 . 9 3 . 8 4 . 0 4 . 3 3 . 5 2 . 9 6 . 0 5 . 1 3 . 9 1 . 1 1 . 7 2 . 6 2 . 9 2 . 8 1 . 0 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 2 0 . 4 0 . 7 1 . 6 3 . 4 4 . 3 5 . 6 4 . 7 3 . 8 3 . 9 2 . 9 0 . 7 3 . 4 4 . 9 4 . 7 2 . 8 2 . 6 4 . 3 4 . 1 2 . 7 0 . 4 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 3 0 . 8 1 . 4 2 . 2 3 . 2 5 . 0 4 . 8 5 . 4 4 . 7 2 . 8 2 . 2 1 . 9 1 . 5 2 . 9 5 . 7 4 . 7 3 . 1 1 . 9 2 . 5 6 . 0 5 . 3 4 . 1 1 . 6 0 . 3 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 3 0 . 9 1 . 9 2 . 7 2 . 6 3 . 0 5 . 5 4 . 7 3 . 4 1 . 2 2 . 1 2 . 6 2 . 7 1 . 0 2 . 6 2 . 9 3 . 2 3 . 0 1 . 4 3 . 3 4 . 7 5 . 2 3 . 2 0 . 9 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 2 0 . 4 1 . 5 2 . 6 2 . 6 2 . 7 2 . 5 2 . 4 2 . 7 2 . 2 2 . 7 4 . 7 4 . 3 2 . 7 2 . 6 3 . 1 3 . 2 2 . 2 5 . 1 5 . 1 2 . 9 1 . 8 0 . 6 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 2 0 . 4 1 . 1 2 . 8 4 . 0 4 . 1 2 . 9 2 . 3 1 . 9 1 . 2 2 . 6 5 . 8 5 . 2 4 . 0 1 . 4 1 . 8 2 . 8 3 . 1 3 . 1 1 . 3 2 . 1 2 . 7 2 . 3 1 . 8 1 . 0 0 . 3 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 2 0 . 4 0 . 8 1 . 9 3 . 3 4 . 6 4 . 9 6 . 3 3 . 6 1 . 8 3 . 3 4 . 9 5 . 0 2 . 9 2 . 7 5 . 1 4 . 6 3 . 0 1 . 6 1 . 6 1 . 3 0 . 8 0 . 3 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 3 0 . 9 1 . 7 2 . 4 3 . 9 6 . 3 4 . 0 3 . 5 1 . 9 2 . 9 5 . 5 4 . 7 2 . 9 1 . 7 2 . 3 5 . 5 5 . 1 4 . 1 1 . 8 0 . 5 0 . 6 0 . 4 0 . 2 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 3 0 . 9 1 . 6 2 . 2 3 . 0 4 . 3 3 . 0 2 . 3 2 . 6 2 . 3 2 . 1 1 . 2 3 . 3 5 . 0 5 . 3 3 . 2 1 . 1 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 4 1 . 1 2 . 0 2 . 3 2 . 1 0 . 9 1 . 7 1 . 8 2 . 2 1 . 7 4 . 9 4 . 6 3 . 0 2 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 2 0 . 5 1 . 4 2 . 1 1 . 9 2 . 0 1 . 0 0 . 6 1 . 5 1 . 9 2 . 1 1 . 3 1 . 9 2 . 6 2 . 7 2 . 9 1 . 7 0 . 5 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 3 1 . 0 2 . 2 2 . 6 3 . 7 3 . 0 1 . 4 2 . 2 2 . 6 2 . 5 1 . 9 2 . 7 2 . 9 2 . 4 0 . 9 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 5 1 . 8 3 . 4 6 . 1 4 . 8 3 . 9 1 . 3 2 . 9 4 . 5 3 . 9 2 . 0 2 . 2 2 . 7 2 . 9 1 . 7 0 . 3 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 2 0 . 7 3 . 2 4 . 7 4 . 4 3 . 6 3 . 3 6 . 2 5 . 0 3 . 7 0 . 9 2 . 0 3 . 8 4 . 4 3 . 4 0 . 8 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 2 1 . 3 4 . 0 5 . 9 5 . 6 2 . 0 3 . 5 5 . 0 4 . 6 2 . 5 5 . 0 5 . 9 4 . 3 2 . 6 0 . 4 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 4 2 . 4 3 . 5 3 . 2 2 . 2 3 . 0 5 . 9 4 . 5 2 . 8 1 . 4 3 . 2 4 . 0 5 . 4 3 . 7 1 . 4 0 . 3 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 2 1 . 0 2 . 4 2 . 3 1 . 9 0 . 9 2 . 7 2 . 7 2 . 3 1 . 9 1 . 1 4 . 0 5 . 9 4 . 2 2 . 7 0 . 9 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 5 1 . 5 2 . 2 1 . 9 1 . 5 0 . 9 1 . 1 1 . 8 1 . 8 2 . 0 1 . 7 4 . 8 4 . 3 3 . 3 1 . 9 0 . 6 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 3 1 . 0 2 . 1 2 . 1 2 . 1 1 . 9 0 . 7 1 . 3 1 . 8 2 . 1 1 . 4 3 . 5 4 . 5 5 . 7 4 . 2 3 . 3 2 . 3 0 . 9 0 . 3 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 2 0 . 5 1 . 4 2 . 4 2 . 8 4 . 0 2 . 5 1 . 3 2 . 1 2 . 5 2 . 4 0 . 0 3 . 5 3 . 9 5 . 4 5 . 1 3 . 5 2 . 4 1 . 3 0 . 5 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 2 0 . 7 2 . 3 3 . 8 6 . 4 4 . 0 1 . 1 2 . 6 4 . 3 4 . 7 4 . 1 5 . 6 6 . 0 4 . 4 3 . 7 2 . 1 0 . 8 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 2 1 . 0 3 . 7 4 . 7 4 . 5 3 . 2 3 . 2 6 . 6 6 . 5 5 . 9 3 . 9 4 . 0 3 . 2 1 . 1 0 . 4 0 . 2 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 3 2 . 1 4 . 2 6 . 2 4 . 8 1 . 5 3 . 1 4 . 0 6 . 0 6 . 7 4 . 7 2 . 4 0 . 8 0 . 3 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 6 2 . 8 3 . 5 2 . 9 2 . 0 3 . 3 8 . 2 7 . 6 5 . 2 2 . 1 0 . 7 0 . 3 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 3 1 . 3 2 . 5 2 . 2 1 . 8 0 . 7 2 . 9 7 . 6 6 . 1 4 . 6 3 . 1 1 . 3 0 . 4 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 2 0 . 7 1 . 8 2 . 3 2 . 0 1 . 5 3 . 2 4 . 1 7 . 9 5 . 8 4 . 2 2 . 9 1 . 3 0 . 4 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 4 1 . 2 2 . 2 2 . 1 2 . 3 1 . 9 1 . 2 3 . 3 6 . 1 4 . 8 4 . 7 4 . 3 2 . 5 1 . 3 0 . 6 0 . 3 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 2 0 . 6 1 . 6 2 . 5 3 . 3 4 . 6 2 . 4 1 . 0 2 . 0 2 . 9 4 . 7 4 . 3 3 . 2 1 . 3 0 . 5 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 2 0 . 8 2 . 6 4 . 4 6 . 1 3 . 4 2 . 1 2 . 0 1 . 7 1 . 9 2 . 4 2 . 8 2 . 2 0 . 7 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 2 1 . 3 3 . 9 4 . 6 4 . 8 3 . 1 6 . 2 4 . 7 2 . 8 3 . 0 2 . 4 2 . 1 2 . 0 1 . 4 0 . 5 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 3 2 . 5 4 . 4 6 . 0 5 . 6 5 . 0 5 . 1 3 . 7 3 . 6 3 . 1 2 . 3 1 . 6 1 . 1 0 . 5 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 8 3 . 1 4 . 3 4 . 8 4 . 5 3 . 8 3 . 9 3 . 0 2 . 3 1 . 5 0 . 9 0 . 5 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 3 1 . 6 3 . 0 4 . 2 4 . 4 3 . 5 2 . 5 1 . 8 1 . 2 0 . 7 0 . 4 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 2 0 . 7 1 . 9 2 . 9 2 . 8 2 . 1 1 . 4 0 . 7 0 . 3 0 . 2 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 3 0 . 9 1 . 4 1 . 2 1 . 0 0 . 5 0 . 2 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 2 0 . 4 0 . 5 0 . 5 0 . 3 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 2 0 . 2 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 PROPOSED FORWARD THROW LAMP WPP GA GA RO U T E 3 7 S O U T H (V A R I A B L E W I D T H R / W ) EX . 4 0 ' P O T O M A C E D I S O N E S M T . DB 5 1 8 P G 2 7 2 WPP WPP WPP PIN 75-A-6 SGR PROPERTIES, LLC INST. 110011160 ZONE: B2 VACANT 75A-6-B-41A PROSPERITY DRIVE DEVELOPMENT GROUP, LLC INST. 070014290 ZONE B2 VACANT N/F STATE OF VIRGINIA N 34°04'23" E 183.10' N 33°19'23" E 162.00' N 7 9 ° 0 2 ' 2 3 " E 5 0 . 1 2 ' S 4 4 ° 5 6 ' 2 0 " E 1 7 8 . 7 7 ' S 2 4 ° 5 9 ' 1 0 " E 1 3 1 . 0 8 ' S 31°10'01" W 257.01' N 5 9 ° 4 5 ' 3 7 " W 2 2 0 . 0 0 ' BUILDING "A" 2-STORY CLIMATE CONTROLLED 18,000 SF FFE=736.82 BUILDING "C" - 5,250 SF FFE=735.82 BUILDING "D" - 3,600 SF FFE=735.57 S E C U R I T Y F E N C E 35' BUILDING SETBACK GATE BUILDING "B" - 2,250 SF - FFE=736.82 SE C U R I T Y F E N C E CG-6R 10' TRANSITION TO CG-6 2' CURB CUT 2' CURB CUT 3' CURB CUT 2' CURB CUT PROPOSED STOP BAR PROPOSED STOP SIGN 10' TRANSITION TO CG-6 CG-6R PROPOSED FENCE SWM POND NOSE DOWN CURB NOSE DOWN CURB 10 ' P A R K I N G S E T B A C K R5' R5' R5' R 6 5 ' R15 ' R13 ' R 5 'R5' R2 5 ' R3 1 ' R32' R2 5 ' R25' NO GRADING WITHIN 10' OF POWER POLE 731.50 731.55 731.61 731.68 731.74 731.80 EX. 730.50 735 7 3 2 7 3 3 73 4 734 736.65 BW 736.82 TW 7 3 3 7 3 2734 732733734 734733732732733 73 4 7 3 3 7 3 2 7 3 2 733 73 3 73 2 733 731 729 7 3 0 7 3 2 7 3 1 730 731 729 728 727 726 727 728 73 0 7 2 9 7 3 0 735 7 3 4 735 739 73 4 7 3 4 7 3 3 7 3 2 73 2 73 3 73 4 73 5 732 73 5 732.08 EX. 731.78 EX. 731.82 EX.731.65 EX.732.17 EX. 736.82 736.77 BW 736.82 TW 736.82 731.78 EX. 736.65 736.65 735.82 BW 736.82 TW 1% 1% 1% 0.025% 0.025% 0.025% 730731732733 72 9 Luminaire Schedule Symbol Qty Label Arrangement Total Lamp LumensLLF Description 1 Forward Throw SINGLE N.A.0.900 LSI cat # SLM-LED-09L-SIL-FT-UNV-40-70CRI-BRZ-PC-WM 17 Wide Throw SINGLE N.A.0.900 LSI cat # SLM-LED-09L-SIL-3-UNV-40-70CRI-BRZ-PC-WM Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min CalcPts_1 Illuminance Fc 0.94 8.2 0.0 N.A.N.A. U: \ A c c o u n t s \ R T E 3 7 \ R T E 3 7 1 8 0 0 1 - R t 3 7 S e l f S t o r a g e E x p a n s i o n \ D E S I G N \ _ S H E E T S \ S P \ C S 8 2 0 . d w g PL O T T E D : 12 / 1 8 / 2 0 1 8 1 : 2 3 P M , B Y : Do n o v a n V a r n e y PL O T S T Y L E : Pe n n o n i N C S . s t b PR O J E C T S T A T U S : -- - - BY NO . DA T E RE V I S I O N S RTE3718001 AS NOTED CJM 2018-08-15 DLF SHEET APPROVED BY OF20 24 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. AL L D I M E N S I O N S M U S T B E V E R I F I E D B Y C O N T R A C T O R AN D O W N E R M U S T B E N O T I F I E D O F A N Y DI S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H W O R K 00 20'40' GRAPHIC SCALE: 1" = 20' 11 - 1 4 - 1 8 1 R E V I S E D P E R A G E N C Y C O M M E N T S DK V 12 / 1 4 / 1 8 2 R E V I S E D P E R W A T E R A U T H O R I T Y C O M M E N T S DK V PE N N O N I A S S O C I A T E S I N C . 11 7 E a s t P i c c a d i l l y S t r e e t Wi n c h e s t e r , V A 2 2 6 0 1 T 54 0 . 6 6 7 . 2 1 3 9 F 54 0 . 6 6 5 . 0 4 9 3 NORT H RO U T E 3 7 S T O R A G E SI T E D E V E L O P M E N T P L A N KA V A N A U G H D R . | W I N C H E S T E R , V A . 2 2 6 0 2 BA C K C R E E K D I S T R I C T RT . 3 7 S E L F S T O R A G E , L L C 38 6 2 V A L L E Y P I K E | W I N C H E S T E R , V A . 2 2 6 0 2 LI G H T I N G P L A N PERMIT DRAWINGS CS820 12-17-2018 DAVID L. FRANK Lic. No.1061 NOTES: 1. ALL LIGHTING SHALL BE DOWN CAST AND FULL CUT-OFF. 2. SITE LIGHTING WILL BE IN COMPLIANCE WITH SECTION 165-201.07 OUTDOOR LIGHTING OF THE FREDERICK COUNTY ZONING ORDINANCE. U: \ A c c o u n t s \ R T E 3 7 \ R T E 3 7 1 8 0 0 1 - R t 3 7 S e l f S t o r a g e E x p a n s i o n \ D E S I G N \ _ S H E E T S \ S P \ C S 8 2 1 . d w g PL O T T E D : 12 / 1 8 / 2 0 1 8 1 : 2 3 P M , B Y : Do n o v a n V a r n e y PL O T S T Y L E : Pe n n o n i N C S . s t b PR O J E C T S T A T U S : -- - - BY NO . DA T E RE V I S I O N S RTE3718001 AS NOTED CJM 2018-08-15 DLF SHEET APPROVED BY OF21 24 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. AL L D I M E N S I O N S M U S T B E V E R I F I E D B Y C O N T R A C T O R AN D O W N E R M U S T B E N O T I F I E D O F A N Y DI S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H W O R K 11 - 1 4 - 1 8 1 R E V I S E D P E R A G E N C Y C O M M E N T S DK V 12 / 1 4 / 1 8 2 R E V I S E D P E R W A T E R A U T H O R I T Y C O M M E N T S DK V PE N N O N I A S S O C I A T E S I N C . 11 7 E a s t P i c c a d i l l y S t r e e t Wi n c h e s t e r , V A 2 2 6 0 1 T 54 0 . 6 6 7 . 2 1 3 9 F 54 0 . 6 6 5 . 0 4 9 3 RO U T E 3 7 S T O R A G E SI T E D E V E L O P M E N T P L A N KA V A N A U G H D R . | W I N C H E S T E R , V A . 2 2 6 0 2 BA C K C R E E K D I S T R I C T RT . 3 7 S E L F S T O R A G E , L L C 38 6 2 V A L L E Y P I K E | W I N C H E S T E R , V A . 2 2 6 0 2 LI G H T I N G D E T A I L S PERMIT DRAWINGS CS821 12-17-2018 DAVID L. FRANK Lic. No.1061 U: \ A c c o u n t s \ R T E 3 7 \ R T E 3 7 1 8 0 0 1 - R t 3 7 S e l f S t o r a g e E x p a n s i o n \ D E S I G N \ _ S H E E T S \ S P \ C S 9 0 0 . d w g PL O T T E D : 12 / 1 8 / 2 0 1 8 1 : 2 4 P M , B Y : Do n o v a n V a r n e y PL O T S T Y L E : Pe n n o n i N C S . s t b PR O J E C T S T A T U S : -- - - BY NO . DA T E RE V I S I O N S RTE3718001 AS NOTED CJM 2018-08-15 DLF SHEET APPROVED BY OF22 24 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. AL L D I M E N S I O N S M U S T B E V E R I F I E D B Y C O N T R A C T O R AN D O W N E R M U S T B E N O T I F I E D O F A N Y DI S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H W O R K 11 - 1 4 - 1 8 1 R E V I S E D P E R A G E N C Y C O M M E N T S DK V 12 / 1 4 / 1 8 2 R E V I S E D P E R W A T E R A U T H O R I T Y C O M M E N T S DK V PE N N O N I A S S O C I A T E S I N C . 11 7 E a s t P i c c a d i l l y S t r e e t Wi n c h e s t e r , V A 2 2 6 0 1 T 54 0 . 6 6 7 . 2 1 3 9 F 54 0 . 6 6 5 . 0 4 9 3 RO U T E 3 7 S T O R A G E SI T E D E V E L O P M E N T P L A N KA V A N A U G H D R . | W I N C H E S T E R , V A . 2 2 6 0 2 BA C K C R E E K D I S T R I C T RT . 3 7 S E L F S T O R A G E , L L C 38 6 2 V A L L E Y P I K E | W I N C H E S T E R , V A . 2 2 6 0 2 SI T E D E T A I L S PERMIT DRAWINGS CS900 12-17-2018 DAVID L. FRANK Lic. No.1061 HANDICAP SIGN DETAIL NOT TO SCALE NOT TO SCALE STOP SIGN - DETAIL U: \ A c c o u n t s \ R T E 3 7 \ R T E 3 7 1 8 0 0 1 - R t 3 7 S e l f S t o r a g e E x p a n s i o n \ D E S I G N \ _ S H E E T S \ S P \ C S 9 0 1 . d w g PL O T T E D : 12 / 1 8 / 2 0 1 8 1 : 2 4 P M , B Y : Do n o v a n V a r n e y PL O T S T Y L E : Pe n n o n i N C S . s t b PR O J E C T S T A T U S : -- - - BY NO . DA T E RE V I S I O N S RTE3718001 AS NOTED CJM 2018-08-15 DLF SHEET APPROVED BY OF23 24 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. AL L D I M E N S I O N S M U S T B E V E R I F I E D B Y C O N T R A C T O R AN D O W N E R M U S T B E N O T I F I E D O F A N Y DI S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H W O R K 11 - 1 4 - 1 8 1 R E V I S E D P E R A G E N C Y C O M M E N T S DK V 12 / 1 4 / 1 8 2 R E V I S E D P E R W A T E R A U T H O R I T Y C O M M E N T S DK V PE N N O N I A S S O C I A T E S I N C . 11 7 E a s t P i c c a d i l l y S t r e e t Wi n c h e s t e r , V A 2 2 6 0 1 T 54 0 . 6 6 7 . 2 1 3 9 F 54 0 . 6 6 5 . 0 4 9 3 RO U T E 3 7 S T O R A G E SI T E D E V E L O P M E N T P L A N KA V A N A U G H D R . | W I N C H E S T E R , V A . 2 2 6 0 2 BA C K C R E E K D I S T R I C T RT . 3 7 S E L F S T O R A G E , L L C 38 6 2 V A L L E Y P I K E | W I N C H E S T E R , V A . 2 2 6 0 2 SI T E D E T A I L S PERMIT DRAWINGS CS901 12-17-2018 DAVID L. FRANK Lic. No.1061 U: \ A c c o u n t s \ R T E 3 7 \ R T E 3 7 1 8 0 0 1 - R t 3 7 S e l f S t o r a g e E x p a n s i o n \ D E S I G N \ _ S H E E T S \ S P \ C S 9 0 2 . d w g PL O T T E D : 12 / 1 8 / 2 0 1 8 1 : 2 4 P M , B Y : Do n o v a n V a r n e y PL O T S T Y L E : Pe n n o n i N C S . s t b PR O J E C T S T A T U S : -- - - BY NO . DA T E RE V I S I O N S RTE3718001 AS NOTED CJM 2018-08-15 DLF SHEET APPROVED BY OF24 24 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. AL L D I M E N S I O N S M U S T B E V E R I F I E D B Y C O N T R A C T O R AN D O W N E R M U S T B E N O T I F I E D O F A N Y DI S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H W O R K 11 - 1 4 - 1 8 1 R E V I S E D P E R A G E N C Y C O M M E N T S DK V 12 / 1 4 / 1 8 2 R E V I S E D P E R W A T E R A U T H O R I T Y C O M M E N T S DK V PE N N O N I A S S O C I A T E S I N C . 11 7 E a s t P i c c a d i l l y S t r e e t Wi n c h e s t e r , V A 2 2 6 0 1 T 54 0 . 6 6 7 . 2 1 3 9 F 54 0 . 6 6 5 . 0 4 9 3 RO U T E 3 7 S T O R A G E SI T E D E V E L O P M E N T P L A N KA V A N A U G H D R . | W I N C H E S T E R , V A . 2 2 6 0 2 BA C K C R E E K D I S T R I C T RT . 3 7 S E L F S T O R A G E , L L C 38 6 2 V A L L E Y P I K E | W I N C H E S T E R , V A . 2 2 6 0 2 MA I N T E N A N C E O F T R A F F I C P L A N PERMIT DRAWINGS CS902 12-17-2018 DAVID L. FRANK Lic. No.1061