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Home My WebLink About25-21 Site PlanSITE 03-07-2022 U:\Accounts\STNCM\STNCM21001 - Frogale Flex Space Site Plan\DESIGN\_SHEETS\Site Plan\CS0000.dwg PLOTTED: 5/20/2022 11:25 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS0000 BYNO.DATEREVISIONSFROGALE FLEX SPACEFROGALE COURT I WINCHESTER, VABACK CREEK MAGESTERIAL DISTRICTPO BOX 1330WINCHESTER, VA 22604FROGALE COURT LLCCOVER SHEETSTNCM21001 AS SHOWN KDR 2021-08-25 MMA SHEET APPROVED BY OF1 22 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPREPARED FOR: OWNER/DEVELOPER FROGALE COURT LLC PO BOX 1330 WINCHESTER, VA 22604 (540) 931-4655 FROGALE FLEX SPACE SITE PLAN #25-21 FREDERICK COUNTY, VA SUBMISSION DATE: SEPTEMBER 17TH, 2021 REVISED SUBMISSION DATE: MARCH 7TH, 2022 LOCATION MAP Scale: 1" = 1500'NORTHCALL 1-800-552-7001 CALL BEFORE YOU DIG ALWAYS CALL 811 BEFORE YOU DIG IN VIRGINIA SECTION 56-265.17 REQUIRES THREE WORKING DAYS NOTICE TO UTILITIES BEFORE YOU EXCAVATE, DRILL OR BLAST VIRGINIA UTILITY PROTECTION SERVICE, INC. TICKET NUMBER(S): PREPARED BY:PENNONI ASSOCIATES INC. 117 East Piccadilly Street Winchester, VA 22601 T 540.667.2139 F 540.665.0493 01-05-2022 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR03-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR NOT FOR BID OR CONSTRUCTION 03-07-2022 PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493LOCAL UTILITIES RAPPAHANNOCK ELECTRIC CO-OP 137 KELLEY COURT FRONT ROYAL, VIRGINIA 22630 (540) 662-2037 VERIZON 404 HILLANDALE LANE WINCHESTER, VIRGINIA 22602 (540) 665-3156 COMCAST COMMUNICATIONS 195 RAINVILLE ROAD WINCHESTER, VIRGINIA 22602 (540) 504-0942 WASHINGTON GAS 350 HILLANDALE LN. WINCHESTER, VIRGINIA 22602 (540) 868-7913 CITY OF WINCHESTER PUBLIC SERVICES ROUSS CITY HALL 15 NORTH CAMERON STREET WINCHESTER, VIRGINIA 22610 (540) 667-1815 RESPONSIBLE LAND DISTURBER THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. NAME:_____________________________________________________ CERTIFICATION #:___________________________________________ DATE: _____________________________________________________ APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR ________________________________________________________________________________ APPROVED BY DATE SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE Sheet List Table Sheet Number Sheet Title 1 Cover Sheet 2 General Notes & Legend 3 Existing Conditions & Demolition Plan 4 Erosion & Sediment Control Narrative 5 Erosion & Sediment Control Plan - Phase I 6 Erosion & Sediment Control Plan - Phase II 7 Erosion & Sediment Control Details 8 Dimensional Plan 9 Grading Plan 10 Utility Plan 11 Utility Profiles & Details (Water) 12 Utility Details (Water & Sanitary) 13 Utility Profiles (Storm) Design & HGL Comps & VRRM 14 Utility Details (Storm) 15 Landscaping Plan 16 Landscaping Notes & Details 17 Lighting Plan 18 Lighting Details 19 Lighting Details 20 Lighting Details 21 Fire Lane Markings & Signage Plan 22 Site Details VDOT COMMENTS: 1. SHOULD DETAILS BE OVERLOOKED DURING PLAN REVIEW OR CONDITIONS IN THE FIELD EXIST SUCH THAT ADDITIONAL MEASURES ARE WARRANTED, SUCH MEASURES SHALL BE COMPLETED TO THE SATISFACTION OF THE DEPARTMENT. 1. MATERIALS USED AND METHODS OF CONSTRUCTION SHALL ADHERE TO CURRENT OBSERVED VDOT ROAD AND BRIDGE SPECIFICATIONS, ROAD AND BRIDGE STANDARDS, MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, AND LAND USE PERMIT SPECIAL PROVISIONS. 2. ALL DRAINAGE IS TO BE CARRIED WITHIN THE RIGHT-OF-WAY IN DITCH LINES OR GUTTERS ALONG THE STREET TO A PIPE OR DRAINAGE EASEMENT. 3. ANY CONSTRUCTION RELATED CHANGES TO THE APPROVED PLAN MUST COME THROUGH THE DESIGN ENGINEER TO VDOT FOR APPROVAL. PLEASE ALLOW A MINIMUM OF FIVE (5) BUSINESS DAYS FOR VDOT REVIEW. 4. A LAND USE PERMIT SHALL BE OBTAINED BEFORE ANY WORK IS PERFORMED ON THE STATE'S RIGHT-OF-WAY. THE PERMIT IS ISSUED BY THIS OFFICE AND MAY REQUIRE APPLICATION FEES AND SURETY BOND COVERAGE. U:\Accounts\STNCM\STNCM21001 - Frogale Flex Space Site Plan\DESIGN\_SHEETS\Site Plan\CS0001.dwg PLOTTED: 5/20/2022 11:25 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS0001 BYNO.DATEREVISIONSFROGALE FLEX SPACEFROGALE COURT I WINCHESTER, VABACK CREEK MAGESTERIAL DISTRICTPO BOX 1330WINCHESTER, VA 22604FROGALE COURT LLCGENERAL NOTES & LEGENDSTNCM21001 AS SHOWN KDR 2021-08-25 MMA SHEET APPROVED BY OF2 22 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK01-05-2022 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR03-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR 03-07-2022 PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NOT FOR BID OR CONSTRUCTION SITE DEVELOPMENT SUMMARY PIN # 63-A-61-D LOT 4 INSTRUMENT YEAR / # 2021 / # 2566 ZONING M1 SITE AREA 3.3883 AC. SITE LOCATION FROGALE COURT PREVIOUS APPROVALS MASTER DEVELOPMENT PLAN MDP #09-07 SITE PLAN SP #78-07 MAGISTERIAL DISTRICT BACK CREEK DISTRICT CURRENT USE VACANT PROPOSED USE OFFICE/WAREHOUSE FLOOD PLAIN FEMA FLOOD MAP #51069C0214E eff. 1/29/2021 ZONE: X - AREA OF MINIMAL FLOOD HAZARD BUILDING SETBACKS REQUIRED PROVIDED FRONT 75'83.71' SIDE 25'28.94' REAR 25'104.97' PARKING SETBACKS REQUIRED PROVIDED STREET OR ROAD R/W 10'29.57' PROPERTY LINES 5'25.11' BUILDING HEIGHT ALLOWED PROPOSED 60'LESS THAN 60' FLOOR AREA RATIO CALCULATION MAXIMUM ALLOWED F.A.R.=1.0 TOTAL GROUND FLOOR AREA =45,340 SF TOTAL FLOOR AREA =45,340 SF TOTAL LOT AREA =147,596 SF FLOOR AREA RATIO =0.31 (1 STORY) OPEN SPACE CALCULATION %AC. REQUIRED 25%0.8470 PROVIDED 40.13%1.3596 PARKING SCHEDULE OFFICE USE: 1 SPACE PER 250 SF OF OFFICE FLOOR AREA OFFICE FLOOR AREA =6,500 SF 13,602 SF / 250 SF =26 SPACES INDUSTRIAL USE: 1.5 SPACES PER EMPLOYEE ESTIMATED EMPLOYEE COUNT =16 22 * 1.5 =24 SPACES TOTAL ADA PARKING REQUIRED =2 SPACES TOTAL ADA PARKING PROVIDED =2 SPACES TOTAL PARKING REQUIRED =50 SPACES TOTAL PARKING PROVIDED =50 SPACES LOADING SPACE CALCULATION 1 PER 40,000 SF OF FLOOR AREA PROPOSED FLOOR AREA =45,340 SF REQUIRED LOADING SPACES =1 SPACE PROVIDED LOADING SPACES =4 SPACE VIRGINIA DEPARTMENT OF TRANSPORTATION STAUNTON DISTRICT REV. JUNE 19, 2013 VDOT GENERAL NOTES V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, AND ANY OTHER APPLICABLE STATE, FEDERAL OR LOCAL REGULATIONS. IN CASE OF A DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS OR SPECIFICATIONS AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AND VIRGINIA OCCUPATIONAL SAFETY & HEALTH (VOSH) RULES AND REGULATIONS. V3. WHEN WORKING WITHIN VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. A TRANSPORTATION MANAGEMENT PLAN NEEDS TO BE SUBMITTED FOR APPROVAL AND LAND USE PERMIT ISSUED PRIOR TO ANY EXECUTION OF WORK WITHIN THE VDOT RIGHT OF WAY. V4 THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC., OWNED BY VDOT OR PRIVATE / PUBLIC UTILITY COMPANIES. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT INDEMNIFY THE DEVELOPER FROM THIS RESPONSIBILITY. V5. DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONTROL OR SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANY ADDITIONAL EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. V6. IF REQUIRED BY THE LOCAL VDOT LAND DEVELOPMENT OFFICE, A PRE-CONSTRUCTION CONFERENCE SHALL BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR (S), VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V7. THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT LAND DEVELOPMENT OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT REQUIRES AND SHALL RECEIVE 48 HOURS ADVANCE NOTICE PRIOR TO ANY REQUIRED OR REQUESTED INSPECTION. V8. THE CONTRACTOR SHALL NOTIFY THE TRAFFIC OPERATIONS CENTER AT (540) 332-9500 FOR ANY TRAFFIC CONTROL PLAN THAT IMPACTS A VDOT MAINTAINED INTERSTATE OR PRIMARY ROADWAY TO PROVIDE NOTIFICATION OF THE INSTALLATION AND REMOVAL OF THE WORK ZONE. V9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A VDOT PERMITTED TEMPORARY CONSTRUCTION ENTRANCE(S) IN ACCORDANCE WITH SECTION 3.02 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. V10.CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. V11. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT-OF-WAY SHALL HAVE A MINIMUM THIRTY-SIX (36) INCHES COVER AND WHEN POSSIBLE SHALL BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES AT CONFLICT POINTS. V12.ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS, CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. V13.ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED BY A VDOT REPRESENTATIVE PRIOR TO PLACEMENT OF FILL. A VDOT REPRESENTATIVE SHALL BE PRESENT TO INSURE THE SOIL SAMPLE(S) OBTAINED FOR CBR'S IS REPRESENTATIVE OF THE LOCATION. WHEN SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING, THE SAMPLES SHALL BE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A PROJECT TO BE ACCEPTED BY VDOT AND THAT TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE VDOT STANDARDS AND PROCEDURES. V14.ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN ACCORDANCE WITH THE LIFT THICKNESSES, DENSITY AND MOISTURE REQUIREMENTS AS SPECIFIED IN THE CURRENT VDOT ROAD AND BRIDGE SPECIFICATIONS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. V15.VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT. V16. A POST INSTALLATION VISUAL/VIDEO CAMERA INSPECTION SHALL BE CONDUCTED BY THE CONTRACTOR ON ALL PIPES IDENTIFIED ON THE PLANS AS STORM SEWER PIPE AND A SELECT NUMBER OF PIPE CULVERTS. FOR PIPE CULVERTS, A MINIMUM OF ONE PIPE INSTALLATION FOR EACH SIZE OF EACH MATERIAL TYPE WILL BE INSPECTED OR TEN PERCENT OF THE TOTAL GENERAL CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM ALL WORK INCLUDING RESTORATION FOR THE COMPLETED FACILITY READY FOR USE. UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK TO BE IN ACCORDANCE WITH APPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF HEALTH, VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY, CITY OF WINCHESTER PUBLIC UTILITES, THE CONTRACT DOCUMENTS AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS DATED JANUARY 2002; VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS DATED FEBRUARY 1, 2001; AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION WORK AREA PROTECTION MANUAL DATED JANUARY 1, 1996. 2. THE ENGINEER HAS ATTEMPTED TO LOCATE EXISTING SUBSURFACE UTILITIES; HOWEVER, SUCH MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL EXERCISE CARE IN THIS WORK SO AS TO AVOID DAMAGE TO ANY UTILITIES. ANY DAMAGE SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL NOTIFY ALL COMPANIES 72 HOURS PRIOR TO CONSTRUCTION. CALL "MISS UTILITY" 1-800-257-7777. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL DIMENSIONS, ELEVATIONS, AND LOCATIONS SHALL BE VERIFIED IN THE FIELD BY EACH CONTRACTOR PRIOR TO BEGINNING THE WORK. 4. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 5. ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK PERFORMED OFFSITE IS THE CONTRACTOR'S RESPONSIBILITY. 6. CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, PERMITS FROM FREDERICK COUNTY FOR LAND DISTURBANCE AND VIRGINIA DEPARTMENT OF TRANSPORTATION FOR WORK WITHIN VIRGINIA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY AND SHALL FAITHFULLY ADHERE TO THE PERMIT CONDITIONS IMPOSED. 7. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS TO BE IN ACCORDANCE WITH THE VIRGINIA EROSION CONTROL GUIDELINES AND LOCAL ORDINANCES AND TO BE UTILIZED DURING THE CONSTRUCTION PERIOD. 8. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING CONSTRUCTION SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD IN WHICH AREAS ARE DENUDED. AREAS SHOWN TO BE SURFACED ARE TO HAVE STONE BASE INSTALLED AT THE EARLIEST POSSIBLE DATE AFTER ESTABLISHING GRADE. NO AREA IS TO REMAIN DENUDED FOR MORE THAN SEVEN CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS. 9. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALL BE PROVIDED WITH FOUR INCH TOPSOIL, FERTILIZED, SEEDED, COMPACTED AND MULCHED. SEED BED TO BE WATERED AND CARED FOR AS NECESSARY TO PROVIDE A GOOD LAWN QUALITY GRASS COVER. AREAS NOT GRADED SHALL BE DISCED, LEVELED AND SEEDED TO ACHIEVE LAWN CONDITIONS. 10. SANITARY GRAVITY SEWER, FORCE AND WATER MAINS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE CITY OF WINCHESTER PUBLIC SERVICES STANDARDS AND SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE WITH THIS AGENCY AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 11. CONTRACTOR SHALL CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF PIPE-LAYING IN THE AFFECTED AREA. 12. THE CENTERLINE OF ALL NEW SANITARY GRAVITY SEWER, FORCE AND WATER SHALL BE MAINS STAKED BY CONTRACTOR AT ALL 100 FOOT STATIONS AND AT ALL BENDS. THE CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION UNTIL THE ALIGNMENT HAS BEEN APPROVED BY THE OWNER. 13. DISINFECTION OF SANITARY GRAVITY SEWER AND FORCE MAIN ARE NOT REQUIRED. 14. ALL FIRE HYDRANTS SHALL CONFORM TO THE LATEST EDITION OF THE CITY OF WINCHESTER PUBLIC SERVICES STANDARDS MANUAL. 15. STORM PIPE LENGTHS SHOWN ON PLANS & REPORTS MAY NOT NECESSARILY ACCOUNT FOR STRUCTURES ON EITHER END. CONTRACTOR SHALL RESTORE ALL EXISTING RESIDENTIAL DRIVEWAYS AND BUSINESS ENTRANCES TO THEIR ORIGINAL STATE, IF DAMAGED DURING CONSTRUCTION. TRAFFIC CONTROL NOTES: 1. THE CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO ALL RESIDENCES AND BUSINESSES FOR THE DURATION OF THE CONTRACT. 2. TRAFFIC SHALL BE MAINTAINED IN TWO DIRECTIONS ON ALL PUBLIC AND PRIVATE STREETS FOR THE DURATION OF THE CONTRACT. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL SIGNS, BARRIERS, FLAGMEN AND OTHER CONTROLS. 3. ALL TRAFFIC CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE MUTCD AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION WORK AREA PROTECTION MANUAL 4. THE CONTRACTOR SHALL CLOSE ALL OPEN TRENCHES IN PAVED AREAS AT THE END OF EACH WORK DAY WHEN POSSIBLE. IN AREAS WHERE THE TRENCH CANNOT BE CLOSED AT THE END OF THE WORK DAY DUE TO SEQUENCING OF WORK OR OTHER CONSTRAINTS, THE TRENCH MAY BE PROTECTED BY PROVIDING STEEL PLATING AND WARNING SIGNS. PLATING OF OPEN TRENCHES WILL NOT BE PERMITTED IN AREAS IN RISK OF COLLAPSING DUE TO UNSTABLE SOIL CONDITIONS. ALL STEEL PLATING OF TRENCHES SHALL BE APPROVED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 5. TRENCHES IN PAVED AREAS MAY BE TEMPORARILY MAINTAINED IN THE FOLLOWING MANNER UNTIL FINAL PAVEMENT RESTORATION IS COMPLETE: 5.1. RESIDENTIAL AREAS METHOD: STONE BACKFILL FLUSH WITH PAVEMENT SURFACE TIME LIMIT: 5 CALENDER DAYS METHOD: BITUMINOUS COLD PATCH, 2 INCH MINIMUM THICKNESS TIME LIMIT: 30 CALENDER DAYS BUSINESS 5.1. COMMERCIAL AND INDUSTRIAL AREAS METHOD: BITUMINOUS COLD PATCH, 2 INCH MINIMUM THICKNESS TIME LIMIT: 14 CALENDER DAYS ALL TEMPORARY PAVEMENT REPAIRS SHALL BE REGULARLY INSPECTED BY THE CONTRACTOR AND MAINTAINED IN A SAFE MANNER. TEMPORARY PAVEMENT REPAIRS SHALL BE SMOOTH AND REGULAR WITHOUT CREATING HAZARD TO VEHICULAR OR PEDESTRIAN TRAFFIC. 6. PAVEMENT REMOVAL SHALL BE ACCOMPLISHED BY CREATING A STRAIGHT LINE SAW CUT OF A MINIMUM OF TWO INCHES IN DEPTH AT THE LIMITS OF THE REMOVAL. CONCRETE SURFACES MAY BE REMOVED TO THE NEAREST JOINT IN LIEU OF SAW CUTTING IF A CLEAN STRAIGHT EDGE CAN BE CREATED PRIOR TO REPAIR INSTALLATION. LOCATOR MARKERS LOCATOR MARKERS (BURIED TRANSPONDERS) SHALL BE PLACED DIRECTLY OVER THE PIPE. MARKERS SHALL BE PLACED AT: 1. 50-FEET INTERVALS 2. EACH BEND 3. THE END OF EACH JOINT THAT IS DEFLECTED 4. ANY ADDITIONAL LOCATION THE AUTHORITY'S ENGINEER SHALL DIRECT. STORM SEWER STORM SEWER SYSTEMS SHOWN HEREON ARE PRIVATE SYSTEMS. EROSION & SEDIMENT CONTROL NOTES: 1. PRIOR TO INITIATING ANY LAND DISTURBING ACTIVITY, IT WILL BE NECESSARY TO SCHEDULE AN ON-SITE PRE-CONSTRUCTION MEETING WITH PUBLIC WORKS STAFF TO DISCUSS THE APPROVED EROSION AND SEDIMENT CONTROL PLAN. NO PRE-CONSTRUCTION MEETINGS WILL BE SCHEDULED PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT FOR THE SUBJECT PROJECT. THE LAND DISTURBANCE PERMIT WILL BE ISSUED BY THE FREDERICK COUNTY DEPARTMENT OF PUBLIC WORKS. 2. CONTRACTOR TO CONTACT THE PUBLIC WORKS DEPARTMENT TO SCHEDULE THE REQUIRED EROSION AND SEDIMENT CONTROL MEASURES INSPECTIONS AS INDICATED BY THE PROGRAM ADMINISTRATOR. IF THE EROSION AND SEDIMENT CONTROL MEASURERS HAVE BEEN INSTALLED IN ACCORDANCE WITH THE APPROVED PLAN, THE DEPARTMENT OF PUBLIC WORKS WILL GRANT APPROVAL TO INITIATE LAND DISTURBING ACTIVITIES. 3. PRIOR TO RELEASE OF BUILDING PERMITS, THE FOLLOWING ITEMS SHALL BE COMPLETED: A) SUBDIVISION SHALL BE STABILIZED IN ACCORDANCE WITH THE APPROVED PLAN (I.E., ROAD SURFACE, STORMWATER CONVEYANCE SYSTEM, CURB AND GUTTER, SIDEWALKS, CHANNEL LININGS, VEGETATIVE COVER, STC.) B) SUBMITTAL OF CERTIFIED AS-BUILT OF THR SUBDIVISION WHICH CONTAINS THE FOLLOWING ITEMS: STORMWATER CONVEYANCE SYSTEM, CURB AND GUTTER, DRAINAGE CHANNELS AND DITCHES, STORMWATER POND. A LETTER FROM THE ENGINEER-OF-RECORD SHALL BE INCLUDED WITH THE AS-BUILT WHICH STATES THAT THE SUBDIVISION HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN. C) INDIVIDUAL SUBDIVISION LOT GRADING PLANS SHALL BE SUBMITTED BY THE BUILDER AT THE TIME OF THE BUILDING PERMIT APPLICATION FOR EACH LOT PROPOSED FOR CONSTRUCTION. 4. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS TO BE IN ACCORDANCE WITH THE VIRGINIA EROSION CONTROL GUIDELINES AND LOCAL ORDINANCES AND TO BE UTILIZED DURING THE CONSTRUCTION PERIOD. 5. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING CONSTRUCTION SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD IN WHICH AREAS ARE DENUDED. AREAS SHOWN TO BE SURFACED ARE TO HAVE STONE BASE INSTALLED AT THE EARLIEST POSSIBLE DATE AFTER ESTABLISHING GRADE. NO AREA IS TO REMAIN DENUDED FOR MORE THAN 7 CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS. 6. CONTRACTOR TO CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF PIPE-LAYING IN THE AFFECTED AREA. 7. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALL BE PROVIDED WITH 4" TOPSOIL, FERTILIZED, SEEDED, COMPACTED AND MULCHED. SEED BED TO BE WATERED AND CARED FOR AS NECESSARY TO PROVIDE A GOOD LAWN QUALITY GRASS COVER. AREAS NOT GRADED SHALL BE DISCED, LEVELED AND SEEDED TO ACHIEVE LAWN CONDITIONS. AMOUNT FOR EACH SIZE AND MATERIAL TYPE SUMMARIZED. ALL PIPE INSTALLATIONS ON THE PLANS NOT IDENTIFIED AS STORM SEWER PIPE SHALL BE CONSIDERED AS CULVERT PIPE FOR INSPECTION PURPOSES. ADDITIONAL TESTING MAY BE REQUIRED AS DIRECTED BY THE AREA LAND USE ENGINEER OR THEIR REPRESENTATIVE. V17.THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE RESPONSIBILITY OF THE DEVELOPER. V18.PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS SHALL BE INSTALLED BY THE DEVELOPER IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. V19.THE DEVELOPER SHALL PROVIDE THE VDOT LAND DEVELOPMENT OFFICE WITH A LIST OF ALL MATERIAL SOURCES PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL INVOICES FOR MATERIALS UTILIZED WITHIN ANY DEDICATED STREET RIGHT-OF-WAY MUST BE PROVIDED TO THE LOCAL VDOT LAND DEVELOPMENT OFFICE PRIOR TO ACCEPTANCE OF THE WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED. V20.AGGREGATE BASE AND SUBBASE MATERIALS SHALL BE PLACED ON SUBGRADE BY MEANS OF A MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP IN ACCORDANCE WITH SECTION 304 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS AND VTM-10. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. IN ADDITION TO CHECKING STONE DEPTHS, A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE DENSITY CONTROL STRIP. V21.ASPHALT CONCRETE PAVEMENTS SHALL BE PLACED IN ACCORDANCE WITH SECTION 315 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. DENSITY SHALL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN SECTION 315 AND VTM-76. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE CONTROL STRIP. V22.IN ACCORDANCE WITH SECTION 302.03, THE FOUNDATIONS FOR PIPE CULVERTS THIRTY-SIX (36) INCHES AND LARGER SHALL BE EXPLORED BELOW THE BOTTOM OF THE EXCAVATION TO DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO PLACING PIPE. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD PB-1. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. V23.VDOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AND/OR AS PROPOSED ON THESE PLANS IN ACCORDANCE WITH VDOT'S INSTALLATION CRITERIA. FINAL APPROVAL OF THE GUARDRAIL LAYOUT TO BE GIVEN BY VDOT AFTER GRADING IS MOSTLY COMPLETE. V24.APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF THE APPROVAL LETTER. V25.VDOT STANDARD CG-12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT. V26.THE FOUNDATIONS FOR ALL BOX CULVERTS SHALL BE INVESTIGATED BY MEANS OF EXPLORATORY BORINGS ADVANCED BELOW PROPOSED FOUNDATION ELEVATION TO DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL SUBMIT COPIES OF BOREHOLE LOGS AND REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO CONSTRUCTING BOX. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD PB-1. CONTRARY TO THE STANDARD, WHERE ROCK IS ENCOUNTERED AND CAST-IN-PLACE BOX IS PROPOSED, THE THICKNESS OF BEDDING SHALL BE SIX (6) INCHES. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. TEST HOLE ......................... PARKING SPACES NUMBER ............. BUILDING WALL ..................... DOOR LOCATION ..................... LIMITS OF GRADING ................. BENCHMARK ......................... 77 PROPOSED CG-6R TREE LINE ......................... TREE .............................. SANITARY STRUCTURE LABEL .......... WATER METER ....................... SPOT SHOT ......................... SIGN .............................. FIRE HYDRANT ...................... STREET LIGHT ...................... UTILITY POLE ...................... WATER VALVE ....................... TRAFFIC SIGNAL POLE ............... FENCE LINE ........................ UNDERGROUND TELEPHONE ............. OVERHEAD TELEPHONE ................ UNDERGROUND ELECTRIC .............. OVERHEAD ELECTRIC ................. STORM STRUCTURE LABEL ............. WATERMAIN ......................... SANITARY SEWER .................... STORM SEWER ....................... EDGE OF PAVEMENT .................. CURB AND GUTTER ................... CONTOURS .......................... STREET CENTERLINE ................. PROPERTY LINE ..................... 24 TRANS.CG-6 EXISTING 24 PAVEMENT BORING ..................... PAVEMENT CORES ..................... FORCE MAIN .............. PW PWPROCESS WATER .............. GAS LINE ........................ FIBER OPTIC ........................ FIRE LINE ........................ PW PW FIRE RISER ...................... POST INDICATOR VALVE ...................... WV STORM SEWER MANHOLE ................ SAN. SEWER MANHOLE ................ SF SQUARE FEET SEC SECTION RTE ROUTE ROW RIGHT-OF-WAY FT FEET POLYVINYL CHLORIDE REINFORCED CONCRETE PIPE VIRGINIA DEPARTMENT OF TRANSPORTATION WELDED WIRE MESH POINT OF VERTICAL INTERSECTION W/ FIRE HYDRANTF.H. WV WATER VALVE BEST MANAGEMENT PRACTICE BEGIN VERTICAL CURVE STATION BEGIN VERTICAL CURVE ELEVATION END VERTICAL CURVE STATION END VERTICAL CURVE ELEVATION DROP INLET DIAMETER DUCTILE IRON PIPE EROSION CONTROL ELEVATION END SECTION FINISHED FLOOR ELEVATION ELEV F.F.E. EVCS EX EVCE ES EXISTING DIP EA EC DIA DI EACH BENCHMARK CLEANOUT CONCRETECONC CL CO BVCS BVCE CLASS BLDG B.M. BMP BUILDING STR VERT WWM TYP VDOT RCP SHT STM PVC PVI STRUCTURE TYPICAL VERTICAL WITH SHEET STEAM HORIZ MECH MIN MSE INV MAX G.V. HORIZONTAL INVERT MAXIMUM MECHANICAL MINIMUM MECHANICALLY STABILIZED EARTH GATE VALVE AREA DRAINAD TRENCH DRAINTD LIMITS OF DISTURBANCELOD APPX. APPROXIMATELY OVERHEAD ELECTRICOHE UNDERGROUND ELECTRICUGE UGT UNDERGROUND TELEPHONE TELCO TELECOMMUNICATIONS WWF WELDED WIRE FABRIC CAST IRONCI STAINLESS STEELSS TREE PROTECTIONTP NORTH BOUND LANENBL SOUTH BOUND LANESBL BW BOTTOM OF WALL TOP OF WALLTW ON CENTER EACH WAY ON CENTEROC OCEW PROP PROPOSED DIAMETERØ MANHOLEMH FOR FUEL OIL RETURN FOS FUEL OIL SUPPLY CWR CWS CHILLED WATER SUPPLY CHILLED WATER RETURN MECHANICAL, ELECTRICAL, PLUMBINGMEP MLP METAL LIGHT POLE HANDICAP PARKINGHCP BUILDING RESTRICTION LINEBRL ABBREVIATIONS ACRESAC LF LINEAR FEET F.H. ASSY FIRE HYDRANT ASSEMBLY MSP METAL SIGN POLE 7737 7 4 775 77 6 777 778 779 780 781 782783 78 3 783 783 782 781 7 8 0 783 78478 4 785 78 5 786 787 7867 8 7 78 8 784 7737727717707707717727 7 3 7 7 4 775776 780 780779 780781782782783 784 785 7 8 6 786 785 785784783782 781 7807817 8 2 78 3 784 784 780 779 7797 7 8 7 7 7 77 677 577777677 8779 7797807817827837 8 0 7 8 1 785 784783782781781 783782780779780781 779 779 PIN 63-A-61D LOT 43.388 ACRES(NO TOP) IN (771.93)OUT (771.86) (NO TOP)IN (771.27) OUT (771.10) 24" HDPE 24" HDPE24" HDPE(NO TOP)IN (772.58) OUT (772.40) (NO TOP)IN (775.53) NE IN (775.47) NWOUT (774.72) 15" HDPE 164' OF 15" HDPE @ 1.15% (NO TOP)IN (777.66)OUT (777.41) RIM (784.65) OUT (780.05)15" HDPE RIM (783.47)OUT (779.62) (NO TOP)IN (770.33) OUT (769.86) RIM (773.96)IN (769.43) 24" PEP IN (768.76) 30" HDPEOUT (768.66) 30" HDPE RIM (777.39)IN (771.49) OUT (771.44) RIM (775.65) IN (770.50)OUT (770.45) RIM (775.49)OUT (770.74) RIM (774.72)IN (769.52)OUT (769.42) RIM (778.50) IN (774.10)OUT (773.50) RIM (779.67 OUT (775.62)175' OF 24" HDPE @ 0.44%15" RCP 24" HDPEINV. (768.20)PIPE & DITCH REQUIRE CLEANINGTO OBTAIN POSITIVE DRAINAGE30" HDPE24" PEP 18" HDPE 24" HDPE30" HDPEROCK OUTC R O P ROCK OUTCR O P SHADY ELM ROAD VA. RTE 65 1 (VARIABLE WIDTH R/W) EX. CONC. SIDEWALK ASPHALTPARKING LOT ASPHALT ASPHALTCONC. PADW/ CONDUIT ELEC.TRANS. LOT 6 GRAVEL GRAVEL ELEC.TRANS. ELEC. TRANS.LOT 6FROGALE COURT(60' R/W)WOOD POST WOOD POST EX. 20' SSWR ESMT. INST. 080000626 EX. 50' INGRESS/EGRESS ESMT. INST. 080000626EX. 20' STORM SEWER ESMT.INST. 080000626EX. 20' WATER ESMT.INST. 080000626EX. 15' VERIZON ESMT.INST. 080005896 EX. 15' VERIZON ESMT. INST. 080006070 EX. 10' GAS PIPELINE ESMT. INST. 080008474 CO CO CO 8" SSWR RIM (772.43)IN (760.33)OUT (760.13)RIM (774.35)IN (762.45)OUT (762.25) WV WV WMV WV FH WV WV FH WV WV WV FH NPSIGN NPSIGN THHTRBTRB THH THH THH THH TRB GA WTP N 46°51'07" W 344.50'C1N 42°23'10" E 10.36'N 08°1 1' 0 5 " E 38.97' N 38°45'16" E 243.18' C2 S 46°03'44" E 413.61'S 43°08'53" W 366.51'APPROX. LOC. EX.SSWR LATERALAPPROX. LOC. EX.SSWR LATERAL12" WATER MAIN8" WATER MAINEX. 8" WATER MAINEX. 12" WATER MAINEX. 12" WATER MAIN REMOVE ~155 LF OF EX. CURB & GUTTER REMOVE ~45 LF OF EX. CURB & GUTTER REMOVE ~85 LF OF EX. CURB & GUTTER REMOVE ~1,075 SF OF EX. ROCK OUTCROP REMOVE ~1,650 SF OF EX. ROCK OUTCROP X X REMOVE EX. CONCRETE STRUCTURE REMOVE EX. CONCRETE STRUCTURE REMOVE ~60 LF OF 24" HDPE PIPE REMOVE ~30 LF OF 24" HDPE PIPE REMOVE ~60 LF OF 24" HDPE PIPE~38 LF OF WATERLINE TO BE REMOVED & EX. F.H. ASSY (A) TO BE RELOCATED. SEE UTILITY PLAN SHEET. NO PARKING SIGN TO BE REMOVED WOOD POST TO BE REMOVED WOOD POST TO BE REMOVED REMOVE ~200 SF OF COMBINED CONCRETE / ASPHALT. SAW CUT EDGE OF ASPHALT. PROVIDE SAW CUT EDGE PROVIDE SAW CUT EDGE REMOVE ~10,765 SF OF EX. ASPHALT REMOVE ~6 LF OF EX. CURB & GUTTER REMOVE ~25 LF OF EX. CURB & GUTTER WATERLINE TO BE REDIRECTED & F.H. ASSY (B) TO BE RELOCATED. SEE UTILITY PLAN SHEET. ABANDON REMAINING ~5 LF OF WATERLINE IN PLACE. CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C2 1,138.00'78.11'78.10'N 40°43'17" E 03°55'58" C1 37.00'27.00'26.41'N 25°56'36" W 41°49'01" CURVE TABLE 03-07-2022 U:\Accounts\STNCM\STNCM21001 - Frogale Flex Space Site Plan\DESIGN\_SHEETS\Site Plan\CS1000.dwg PLOTTED: 5/20/2022 11:25 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS1000 BYNO.DATEREVISIONSSTNCM21001 AS SHOWN KDR 2021-08-25 MMA SHEET APPROVED BY OF3 22 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 20'40'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHFROGALE FLEX SPACEFROGALE COURT I WINCHESTER, VABACK CREEK MAGESTERIAL DISTRICTPO BOX 1330WINCHESTER, VA 22604FROGALE COURT LLCEXISTING CONDITIONS & DEMOLITION PLANNOT FOR BID OR CONSTRUCTION 03-07-2022 01-05-2022 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR03-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR U:\Accounts\STNCM\STNCM21001 - Frogale Flex Space Site Plan\DESIGN\_SHEETS\Site Plan\CS2000.dwg PLOTTED: 5/20/2022 11:25 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS2000 BYNO.DATEREVISIONSFROGALE FLEX SPACEFROGALE COURT I WINCHESTER, VABACK CREEK MAGESTERIAL DISTRICTPO BOX 1330WINCHESTER, VA 22604FROGALE COURT LLCEROSION & SEDIMENT CONTROL NARRATIVESTNCM21001 AS SHOWN KDR 2021-08-25 MMA SHEET APPROVED BY OF4 22 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK01-05-2022 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR03-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR 03-07-2022 PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NOT FOR BID OR CONSTRUCTION 9VAC25-840-40. MINIMUM STANDARDS. A VESCP MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: 1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. a. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. b. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: a. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. c. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. d. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. e. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER. f. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH. 17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES. 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VESCP AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA. STREAM RESTORATION AND RELOCATION PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MAN-MADE CHANNELS AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS: a. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. b. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS 100 TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; (2) (A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS. (b) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A 10-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND (c) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A 10-YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM. c. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: (1) IMPROVE THE CHANNELS TO A CONDITION WHERE A 10-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL, THE BED, OR THE BANKS. (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE 10-YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TWO YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A 10-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE VESCP AUTHORITY TO PREVENT DOWNSTREAM EROSION d. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. e. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT. f. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, HE SHALL OBTAIN APPROVAL FROM THE VESCP OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. g. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. h. ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. i. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. j. IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. k. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. l. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS IF THE PRACTICES ARE DESIGNED TO (I) DETAIN THE WATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS; (II) DETAIN AND RELEASE OVER A 24-HOUR PERIOD THE EXPECTED RAINFALL RESULTING FROM THE ONE YEAR, 24-HOUR STORM; AND (III) REDUCE THE ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5, 2, AND 10-YEAR, 24-HOUR STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ASSUMING IT WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO § 62.1-44.15:54 OR 62.1-44.15:65 OF THE ACT. m. FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE ACT AND THIS SUBSECTION SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT (§ 62.1-44.15:24 ET SEQ. OF THE CODE OF VIRGINIA) AND ATTENDANT REGULATIONS, UNLESS SUCH LAND-DISTURBING ACTIVITIES (I) ARE IN ACCORDANCE WITH PROVISIONS FOR TIME LIMITS ON APPLICABILITY OF APPROVED DESIGN CRITERIA IN 9VAC25-870-47 OR GRANDFATHERING IN 9VAC25-870-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATION, IN WHICH CASE THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE ACT SHALL APPLY, OR (II) ARE EXEMPT PURSUANT TO § 62.1-44.15:34 C 7 OF THE ACT. n. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 9VAC25-870-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATION SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF THIS SUBDIVISION. LONG TERM MAINTENANCE AND REPAIR PLAN MOWING: ALL GRASSES SHOULD BE MOWED AT LEAST TWICE EACH YEAR. GRASSES SUCH AS TALL FESCUE SHOULD BE MOWED IN EARLY SUMMER AFTER EMERGENCE OF THE HEADS ON COOL SEASON GRASSES. THEY SHOULD BE MOWED AGAIN IN THE EARLY FALL TO PREVENT SEEDS OF ANNUAL WEEDS FROM MATURING. MOWING OF LEGUMES SUCH AS SERICEA LESPEDEZA AND CROWN VETCH CAN BE PERMITTED TO GROW ON THE DAM OR IN ANY PART OF THE EMERGENCY SPILLWAY. LIMING AND FERTILIZING: THE SOIL SHOULD BE SAMPLED ACCORDING TO RECOMMENDED PROCEDURES AT LEAST ONCE EVERY 4 YEARS. THE SAMPLE SHOULD BE TESTED AT A QUALIFIED SOIL TESTING LABORATORY (SUCH AS THE ONE AT VPI&SU). LIME AND FERTILIZER SHOULD BE APPLIED IN ACCORDANCE WITH RECOMMENDATIONS BASED ON THE TESTS. REPLANTING AND OVER SEEDING: IF VEGETATION COVERS LESS THAN 40% OF THE SOIL SURFACE, LIME, FERTILIZE AND SEED IN ACCORDANCE WITH CURRENT RECOMMENDATIONS FOR NEW SEEDING. IF VEGETATION COVERS MORE THAN 40% BUT LESS THAN 70% OF THE SOIL SURFACE, LIME FERTILIZE AND OVER SEED IN ACCORDANCE WITH CURRENT RECOMMENDATIONS. REMOVING TRASH AND DEBRIS: TRASH, LITTER AND VEGETATION (OTHER THAN GRASS) WILL BE REMOVED AS NEEDED (BUT NO LESS THAN TWO TIMES PER YEAR) TO PREVENT OBSTRUCTION TO THE FLOW OF WATER, TO PREVENT MOVEMENT OF TRASH AND LITTER TO DOWNSTREAM PROPERTIES, TO MAINTAIN THE INTEGRITY OF THE STRUCTURE, TO PROVIDE AN ATTRACTIVE APPEARANCE AND TO MINIMIZE WATER POLLUTION. REMOVING SEDIMENT: SOIL MATERIALS (INCLUDING CLAY, SILT, SAND AND GRAVEL) WILL BE REMOVED BEFORE THE DETENTION POOL LOSES 10% OF THE DESIGNED STORAGE CAPACITY. SEDIMENT DISPOSAL: SEDIMENT DISPOSAL SHOULD BE IN ACCORDANCE WITH CURRENT PROCEDURES FOR DISPOSAL OF SEDIMENT. WHERE REQUIRED BY THE APPROPRIATE AUTHORITIES, THE SEDIMENT WILL BE TESTED FOR APPROPRIATE POLLUTANTS AT THE OWNER'S EXPENSE BEFORE IT IS REMOVED FROM THE POND. REPAIRS: REPAIR SLIDES, SLUMPS AND ERODED AREAS PROMPTLY AND IN A WORKMANLIKE MANNER TRASH RACKS, PIPES, HEADWALLS, ETC. WILL BE MAINTAINED, REPAIRED AND/OR REPLACED AS NEEDED TO MAINTAIN THE INTEGRITY OF THE STRUCTURE. EXPOSED METAL SURFACES WILL BE PAINTED TO MINIMIZE DAMAGE DUE TO RUST. MAINTENANCE INSPECTIONS: THE OWNER WILL BE RESPONSIBLE FOR INSPECTING EACH STORMWATER MANAGEMENT STRUCTURE AFTER EACH SIGNIFICANT RAINFALL. ONCE EACH YEAR A REPRESENTATIVE OF DEQ WILL JOINTLY INSPECT EACH STORMWATER MANAGEMENT STRUCTURE. APPROPRIATE ACTION WILL BE TAKEN TO ENSURE APPROPRIATE MAINTENANCE. ALL MAINTENANCE COSTS WILL BE BORNE BY THE OWNER. WHERE STRUCTURES ARE TO BE MAINTAINED BY MORE THAN ONE PARTY, ALLOCATION OF COSTS WILL BE IN ACCORDANCE WITH TERMS SET FORTH IN THE MAINTENANCE AGREEMENT. KEYS TO LOCKED ACCESS POINTS SHALL BE AVAILABLE TO DEQ PERSONNEL UPON REQUEST. MAINTENANCE RECORDS: THE LANDOWNER, OR SOMEONE DESIGNATED BY THE LANDOWNER, SHALL INSPECT THE DETENTION POND WITHIN 24 HOURS AFTER EACH RAINFALL EVENT OF ONE INCH OR MORE OF RAIN. THE OWNER OR THE DESIGNEE SHALL KEEP WRITTEN RECORDS OF THESE INSPECTIONS. THE RECORDS SHALL ALSO INCLUDE MAINTENANCE AND REPAIRS PERFORMED. COPIES OF THESE RECORDS SHALL BE PROVIDED TO THE COUNTY UPON REQUEST. THE WATER QUALITY FEATURES SHALL NOT BE MODIFIED IN ANY WAY WITHOUT PRIOR APPROVAL BY DEQ AND FREDERICK COUNTY. ·TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4". ·PULVERIZED AGRICULTURAL LIMESTONE SHALL BE INCORPORATED INTO SOIL AT A RATE OF 92 LBS. PER 1000 S.F. (2 TONS PER ACRE). ·FERTILIZE WITH 10-20-10 AT A RATE OF 12 LBS. PER 1000 S.F. (500 LBS. PER ACRE). SEED MIX SHALL CONSIST OF 90% KENTUCKY 31 TALL FESUE AND 10% KENTUCKY BLUEGRASS APPLIED AT THE RATE OF 200 LBS. PER ACRE. EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THIS PROJECT CONSISTS OF A 45,340 BUILDING, ASSOCIATED PARKING LOT WITH TRAVEL ISLES, AND UTILITIES. THE DISTURBED AREA FOR THIS PROJECT WILL BE 2.70 AC. EXISTING SITE CONDITIONS THE EXISTING SITE IS COMPLETELY COVERED BY TALL, UNMAINTAINED GRASS AND SHRUB. ADJACENT PROPERTY THE SITE IS CURRENTLY BOUNDED TO THE NORTHWEST BY SHADY ELM ROAD, VA. ROUTE 651, TO THE NORTHEAST BY M1 ZONED PROPERTY WITH WAREHOUSING BUILT UPON IT, TO THE SOUTHEAST BY VACANT M1 PROPERTY, AND TO THE SOUTHWEST BY FROGALE COURT. OFF-SITE AREAS THERE ARE NO OFF-SITE AREAS ASSOCIATED WITH THIS PROJECT. SOILS AND GEOLOGY THE ENTIRE SITE IS COMPRISED OF 6C, CARBO-OAKLET SOIL. VERY ROCKY SILT LOAMS. HYDROLOGIC SOILS GROUP: D SLOPES: 2% - 15% RUN-OFF CLASS: VERY HIGH CRITICAL AREAS THERE ARE NO KNOWN CRITICAL AREAS ASSOCIATED WITH THIS PROJECT. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL MEASURES THE SILT FENCE, INLET PROTECTION, AND ANY OTHER MEASURES SHOWN ON THE PLANS INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. PHASE I: CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) SHALL BE INSTALLED AT THE LOCATION SHOWN ON THE SEDIMENT & EROSION CONTROL PLAN - PHASE 1 TO PREVENT MUD AND DEBRIS FROM BEING TRACKED ONTO ROADWAYS. INLET PROTECTION (3.07) SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE EROSION & SEDIMENT CONTROL PLAN - PHASE 1, BEFORE ANY LAND DISTURBING ACTIVITIES NOT ASSOCIATED WITH THE INSTALLATION OF THE CONSTRUCTION ENTRANCE. INLETS THAT DO NOT HAVE TOPS INSTALLED SHALL USE 3.07-1, SILT FENCE DROP INLET PROTECTION, OR HAVE THIER TOPS INSTALLED FIRST. IF TOPS ARE INSTALLED FIRST, THEY MAY UTILIZE THE SILT SOCK DETAIL PROVIDED WITH THESE PLANS. INLETS WITH TOPS SHALL BE PROTECTED WITH A SILT SOCKET, OR OTHER APPROPRIATE INLET PROTECTION. SUPER SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. PHASE II: ALL CONTROLS INSTALLED IN PHASE I SHOULD REMAIN UNTIL THE SITE IS STABILIZED. SOIL STABILIZATION MATTING (3.36) SHALL BE INSTALLED ON DISTURBED SLOPES STEEPER THAN 3:1. TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. SOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DAMS, DIKES, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE-COMPACTED, IMMEDIATELY SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED AT THE DIRECTION OF THE FREDERICK COUNTY INSPECTOR. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, OR SLOPE DRAIN STRUCTURE. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOILS AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.(VESCH) ANY CHANGES MADE TO THIS PLAN MUST BE RESUBMITTED FOR APPROVAL WITHOUT EXCEPTION. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 3.32 OF THE VESCH. PERMANENT STABILIZATION IS DEFINED AS 90% UNIFORM COVERAGE ON THE ENTIRE SITE, ABILITY TO INHIBIT EROSION AND MATURE ENOUGH TO SURVIVE, INCLUDING 2-3 INCH CUTTINGS. PHASES OF LAND DISTURBANCE ACTIVITIES 1. MANDATORY PRE-CONSTRUCTION CONFERENCE SHALL BE SCHEDULED AS REQUIRED BY REGULATIONS. 2. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY. 3.INSTALLATION OF ALL PHASE I EROSION & SEDIMENT CONTROL DEVICES. 4. OBTAIN COUNTY INSPECTOR APPROVAL. 5. ROUGH GRADE SITE. 6. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 7. REMOVE ALL EROSION & SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR. SEEDING REQUIREMENTS 2 TONS STRAW MULCH PER AC. 3 TONS AGRICULTURAL LIMESTONE PER AC. 1000 LBS. 10-20-20 FERTILIZER PER AC. PERMANENT STABILIZATION: ALL DISTURBED AREAS NOT PAVED WILL RECEIVE 200 LBS. TALL FESCUE PER AC. 20 LBS. ANNUAL RYE PER AC. AT A MINIMUM 4" OF TOPSOIL AND BE SEEDED AS FOLLOWS:MORE THAN SEVSN DAYS, BUT NOT YET AT FINAL GRADE SHALL BE AS FOLLOWS: 60 LBS. GERMAN MILLET PER AC. (MAY THRU SEPTEMBER) 60 LBS. ANNUAL RYE PER AC. (OCTOBER THRU APRIL) 450 LBS. 10-20-20 FERTILIZER PER AC. 3 TONS AGRICULTURAL LIMESTONE PER AC. 2 TONS STRAW MULCH PER AC. TEMPORARY STABILIZATION: SEEDING TO STABILIZED AREAS LEFT DENUDED FOR NOTE: IF STRAW IS USED DURING HYDRO-SEEDING OR OTHERWISE TO STABILIZE THE SITE, THE CONTRACTOR SHALL ENSURE THAT THE BAILING STRING IS NOT SPREAD WITH THAT STRAW. THAT STRING SHALL BE REMOVED FROM SITE. 7737 7 4 775 77 6 777 778 779 780 781 782783 78 3 783 783 782 781 7 8 0 783 78478 4 785 78 5 786 787 7867 8 7 78 8 784 7737727717707707717727 7 3 7 7 4 775776 780 780779 780781782782783 784 785 7 8 6 786 785 785784783782 781 7807817 8 2 78 3 784 784 780 779 7797 7 8 7 7 7 77 677 577777677 8779 7797807817827837 8 0 7 8 1 785 784783782781781 783782780779780781 779 779 PIN 63-A-61D LOT 43.388 ACRES (NO TOP)IN (771.27) OUT (771.10) (NO TOP)IN (775.53) NE IN (775.47) NWOUT (774.72) 15" HDPE 164' OF 15" HDPE @ 1.15% (NO TOP)IN (777.66)OUT (777.41) RIM (784.65) OUT (780.05)15" HDPE RIM (783.47)OUT (779.62) (NO TOP)IN (770.33) OUT (769.86) RIM (773.96)IN (769.43) 24" PEP IN (768.76) 30" HDPEOUT (768.66) 30" HDPE RIM (777.39)IN (771.49) OUT (771.44) RIM (775.65) IN (770.50)OUT (770.45) RIM (775.49)OUT (770.74) RIM (774.72)IN (769.52)OUT (769.42) RIM (778.50) IN (774.10)OUT (773.50) RIM (779.67 OUT (775.62)175' OF 24" HDPE @ 0.44%15" RCP 24" HDPEINV. (768.20)PIPE & DITCH REQUIRE CLEANINGTO OBTAIN POSITIVE DRAINAGE30" HDPE24" PEP 18" HDPE 24" HDPE30" HDPESHADY ELM ROAD VA. RTE 65 1 (VARIABLE WIDTH R/W) EX. CONC. SIDEWALK ASPHALTPARKING LOT ASPHALTCONC. PADW/ CONDUIT ELEC.TRANS. LOT 6 ELEC.TRANS. ELEC. TRANS.LOT 6FROGALE COURT(60' R/W)EX. 20' SSWR ESMT. INST. 080000626 EX. 50' INGRESS/EGRESS ESMT. INST. 080000626EX. 20' STORM SEWER ESMT.INST. 080000626EX. 20' WATER ESMT.INST. 080000626EX. 15' VERIZON ESMT.INST. 080005896 EX. 15' VERIZON ESMT. INST. 080006070 EX. 10' GAS PIPELINE ESMT. INST. 080008474 CO CO CO 8" SSWR RIM (772.43)IN (760.33)OUT (760.13)RIM (774.35)IN (762.45)OUT (762.25) WV WV WMV WV WV WV WV FH THHTRBTRB THH THH THH THH TRB GA WTP N 46°51'07" W 344.50'C1N 42°23'10" E 10.36'N 08°1 1' 0 5 " E 38.97' N 38°45'16" E 243.18' C2 S 46°03'44" E 413.61'S 43°08'53" W 366.51'APPROX. LOC. EX.SSWR LATERALAPPROX. LOC. EX.SSWR LATERAL12" WATER MAIN8" WATER MAINEX. 8" WATER MAINEX. 12" WATER MAINEX. 12" WATER MAIN CE CONSTRUCTION ENTRANCE WITH WASH RACK IP IP IP IP IP IP SF SF SF 03-07-2022 U:\Accounts\STNCM\STNCM21001 - Frogale Flex Space Site Plan\DESIGN\_SHEETS\Site Plan\CS2100.dwg PLOTTED: 5/20/2022 11:25 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS2100 BYNO.DATEREVISIONSSTNCM21001 AS SHOWN KDR 2021-08-25 MMA SHEET APPROVED BY OF5 22 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 20'40'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHFROGALE FLEX SPACEFROGALE COURT I WINCHESTER, VABACK CREEK MAGESTERIAL DISTRICTPO BOX 1330WINCHESTER, VA 22604FROGALE COURT LLCEROSION & SEDIMENT CONTROL PLAN - PHASE INOT FOR BID OR CONSTRUCTION 03-07-2022 01-05-2022 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR03-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR EROSION AND SEDIMENT CONTROL LEGEND NO.TITLE KEY SYMBOL 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE CE SUPER SILT FENCE SF 3.07 STORM DRAIN INLET PROTECTION IP LIMITS OF DISTURBANCE LOD INLET PROTECTION NOTE: INLET PROTECT TO BE ADDED ONCE INLETS ARE MADE OPERATIONAL. 7737 7 4 775 77 6 777 778 779 780 781 782783 78 3 783 783 782 781 7 8 0 783 78478 4 785 78 5 786 787 7867 8 7 78 8 784 7737727717707707717727 7 3 7 7 4 775776 780 780779 780781782782783 784 785 7 8 6 786 785 785784783782 781 7807817 8 2 78 3 784 784 780 779 7797 7 8 7 7 7 77 677 577777677 8779 7797807817827837 8 0 7 8 1 785 784783782781781 783782780779780781 779 779 PIN 63-A-61D LOT 43.388 ACRES (NO TOP)IN (771.27) OUT (771.10) (NO TOP)IN (775.53) NE IN (775.47) NWOUT (774.72) 15" HDPE 164' OF 15" HDPE @ 1.15% (NO TOP)IN (777.66)OUT (777.41) RIM (784.65) OUT (780.05)15" HDPE RIM (783.47)OUT (779.62) (NO TOP)IN (770.33) OUT (769.86) RIM (773.96)IN (769.43) 24" PEP IN (768.76) 30" HDPEOUT (768.66) 30" HDPE RIM (777.39)IN (771.49) OUT (771.44) RIM (775.65) IN (770.50)OUT (770.45) RIM (775.49)OUT (770.74) RIM (774.72)IN (769.52)OUT (769.42) RIM (778.50) IN (774.10)OUT (773.50) RIM (779.67 OUT (775.62)175' OF 24" HDPE @ 0.44%15" RCP 24" HDPEINV. (768.20)PIPE & DITCH REQUIRE CLEANINGTO OBTAIN POSITIVE DRAINAGE30" HDPE24" PEP 18" HDPE 24" HDPE30" HDPESHADY ELM ROAD VA. RTE 65 1 (VARIABLE WIDTH R/W) EX. CONC. SIDEWALK ASPHALTPARKING LOT ASPHALTCONC. PADW/ CONDUIT ELEC.TRANS. LOT 6 ELEC.TRANS. ELEC. TRANS.LOT 6FROGALE COURT(60' R/W)EX. 20' SSWR ESMT. INST. 080000626 EX. 50' INGRESS/EGRESS ESMT. INST. 080000626EX. 20' STORM SEWER ESMT.INST. 080000626EX. 20' WATER ESMT.INST. 080000626EX. 15' VERIZON ESMT.INST. 080005896 EX. 15' VERIZON ESMT. INST. 080006070 EX. 10' GAS PIPELINE ESMT. INST. 080008474 CO CO CO 8" SSWR RIM (772.43)IN (760.33)OUT (760.13)RIM (774.35)IN (762.45)OUT (762.25) WV WV WMV WV WV WV WV FH THHTRBTRB THH THH THH THH TRB GA WTP N 46°51'07" W 344.50'C1N 42°23'10" E 10.36'N 08°1 1' 0 5 " E 38.97' N 38°45'16" E 243.18' C2 S 46°03'44" E 413.61'S 43°08'53" W 366.51'APPROX. LOC. EX.SSWR LATERALAPPROX. LOC. EX.SSWR LATERAL12" WATER MAIN8" WATER MAINEX. 8" WATER MAINEX. 12" WATER MAINEX. 12" WATER MAIN 164' OF 15" HDPE @ 1.15%175' OF 24" HDPE @ 0.44%120' OF 24" ADS N-12 @ 2.86%1.5 1.6 1.4 1.3 1.1A 1.1 1.2 1.7 1.0 1.1B 1.1B-1 80' OF 12" ADS N-12 @ 3.00%1.1C 27 10 7 2 PROP. EDGE OFSAW CUTPROP. EDGE OFSAW CUTPROVIDE SAW CUT EDGE IN EX. PAVEMENT FOR CURB INSTALLATION 4 5' PARKING SETBACK10' PARKING SETBACK10' PARKING SETBACK 25' YARD SETBACK 75' FRONT YARD SETBACK 75' FRONT YARD SETBACK25' YARD SETBACKPROP. 24" WIDE THERMOPLASTIC STOP BAR PROP. STOP SIGN PROP. DUMPSTER PAD. SEE DETAIL ON SHEET CS9000. 10,500 SF. F.F.E. = 785.10' 10,500 SF. F.F.E. = 785.10' 10,500 SF. F.F.E. = 785.10' 10,500 SF. F.F.E. = 785.10'50' DEEP x 22' WIDELOADING SPACEPROVIDE SAW CUT EDGE IN EX. PAVEMENT FOR CURB INSTALLATION50' DEEP x 22' WIDELOADING SPACE50' DEEP x 22' WIDELOADING SPACE50' DEEP x 22' WIDELOADING SPACEPROP. 5' SIDEWALK (TYP)PROP. CG-12B PROP. MULTI-TENANT MONUMENT SIGN 6 RISERS6 RISERS6 RISERS7 RISERS8 RISERS3 RISERS4 3 . 2 9 ' 1 HOUR WALL 1 HOUR WALL 1 HOUR WALL 5.17' BY 3.87' CLEAR LANDING (TYP) CE CONSTRUCTION ENTRANCE WITH WASH RACK IP IP IP IP IP IP SF SF SF LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCEPS PS PS PS PS PS PS PS PS PS PS 03-07-2022 U:\Accounts\STNCM\STNCM21001 - Frogale Flex Space Site Plan\DESIGN\_SHEETS\Site Plan\CS2200.dwg PLOTTED: 5/20/2022 11:26 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS2200 BYNO.DATEREVISIONSSTNCM21001 AS SHOWN KDR 2021-08-25 MMA SHEET APPROVED BY OF6 22 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 20'40'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHFROGALE FLEX SPACEFROGALE COURT I WINCHESTER, VABACK CREEK MAGESTERIAL DISTRICTPO BOX 1330WINCHESTER, VA 22604FROGALE COURT LLCEROSION & SEDIMENT CONTROL PLAN - PHASE IINOT FOR BID OR CONSTRUCTION 03-07-2022 01-05-2022 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR03-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR EROSION AND SEDIMENT CONTROL LEGEND NO.TITLE KEY SYMBOL 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE CE SUPER SILT FENCE SF 3.07 STORM DRAIN INLET PROTECTION IP LIMITS OF DISTURBANCE LOD 3.32 PERMANENT SEEDING PS PS SEEDING NOTE: FOR TEMPORARY & PERMANENT SEEDING INFORMATION, PLEASE REFER TO THE VEGETATIVE MEASURES, APPLICABLE SEEDING TABLES, & SEEDING REQUIREMENTS FOUND IN THE EROSION & SEDIMENT CONTROL NARRATIVE ON SHEET CS2000. U:\Accounts\STNCM\STNCM21001 - Frogale Flex Space Site Plan\DESIGN\_SHEETS\Site Plan\CS2300.dwg PLOTTED: 5/20/2022 11:26 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS2300 BYNO.DATEREVISIONSFROGALE FLEX SPACEFROGALE COURT I WINCHESTER, VABACK CREEK MAGESTERIAL DISTRICTPO BOX 1330WINCHESTER, VA 22604FROGALE COURT LLCEROSION & SEDIMENT CONTROL DETAILSSTNCM21001 AS SHOWN KDR 2021-08-25 MMA SHEET APPROVED BY OF7 22 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK01-05-2022 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR03-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR 03-07-2022 PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NOT FOR BID OR CONSTRUCTION PIN 63-A-61D LOT 43.388 ACRES (NO TOP)IN (771.27) OUT (771.10) (NO TOP)IN (775.53) NE IN (775.47) NWOUT (774.72) 15" HDPE 164' OF 15" HDPE @ 1.15% (NO TOP)IN (777.66)OUT (777.41) RIM (784.65) OUT (780.05)15" HDPE RIM (783.47)OUT (779.62) (NO TOP)IN (770.33) OUT (769.86) RIM (773.96)IN (769.43) 24" PEP IN (768.76) 30" HDPEOUT (768.66) 30" HDPE RIM (777.39)IN (771.49) OUT (771.44) RIM (775.65) IN (770.50)OUT (770.45) RIM (775.49)OUT (770.74) RIM (774.72)IN (769.52)OUT (769.42) RIM (778.50) IN (774.10)OUT (773.50) RIM (779.67 OUT (775.62)175' OF 24" HDPE @ 0.44%15" RCP 24" HDPEINV. (768.20)PIPE & DITCH REQUIRE CLEANINGTO OBTAIN POSITIVE DRAINAGE30" HDPE24" PEP 18" HDPE 24" HDPE30" HDPESHADY ELM ROAD VA. RTE 65 1 (VARIABLE WIDTH R/W) EX. CONC. SIDEWALK ASPHALTPARKING LOT ASPHALTCONC. PADW/ CONDUIT ELEC.TRANS. LOT 6 ELEC.TRANS. ELEC. TRANS.LOT 6FROGALE COURT(60' R/W)EX. 20' SSWR ESMT. INST. 080000626 EX. 50' INGRESS/EGRESS ESMT. INST. 080000626EX. 20' STORM SEWER ESMT.INST. 080000626EX. 20' WATER ESMT.INST. 080000626EX. 15' VERIZON ESMT.INST. 080005896 EX. 15' VERIZON ESMT. INST. 080006070 EX. 10' GAS PIPELINE ESMT. INST. 080008474 CO CO CO 8" SSWR RIM (772.43)IN (760.33)OUT (760.13)RIM (774.35)IN (762.45)OUT (762.25) WV WV WMV WV WV WV WV FH THHTRBTRB THH THH THH THH TRB GA WTP N 46°51'07" W 344.50'C1N 42°23'10" E 10.36'N 08°1 1' 0 5 " E 38.97' N 38°45'16" E 243.18' C2 S 46°03'44" E 413.61'S 43°08'53" W 366.51'APPROX. LOC. EX.SSWR LATERALAPPROX. LOC. EX.SSWR LATERAL12" WATER MAIN8" WATER MAINEX. 8" WATER MAINEX. 12" WATER MAINEX. 12" WATER MAIN LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE 27 10 7 2 PROP. EDGE OFSAW CUTPROP. EDGE OFSAW CUTPROVIDE SAW CUT EDGE IN EX. PAVEMENT FOR CURB INSTALLATION 9.00' (TYP)20.00'(TYP)20.00'(TYP)9.00' (TYP)20.00'(TYP)9.00' (TYP) 4 20.00'(TYP)9.00' (TYP) 9.00' (TYP)20.00'(TYP)24.00' 24.00'24.00'24.00'5.0'R4.5' R 4.5'R4.5'R 4 .5'R5.0'R22.0'R 22.0'R 2.0'R 25.0'R CG-6 (TYP) CG-6 (TYP) CG-6 (TYP) CG-6 (TYP) CG-6 (TYP) CG-6R (TYP) CG-6R (TYP) CG-6R (TYP) 5' PARKING SETBACK10' PARKING SETBACK10' PARKING SETBACK 25' YARD SETBACK 75' FRONT YARD SETBACK 75' FRONT YARD SETBACK25' YARD SETBACK29.57'29.91' 31.15'30.55'25.11'PROP. 24" WIDE THERMOPLASTIC STOP BAR PROP. STOP SIGN PROP. DUMPSTER PAD. SEE DETAIL ON SHEET CS9000. 5.0'R CG-6R (TYP) 2 5.0'R 25.0'R2 5.0'R 25.0'R25. 0 'R15.0'R 2.0'R 25.0'RCG-6R (TYP)CG-6R (TYP) C G-6R(TYP)24.00'10,500 SF. F.F.E. = 785.10' 10,500 SF. F.F.E. = 785.10' 10,500 SF. F.F.E. = 785.10' 10,500 SF. F.F.E. = 785.10'24.00'24.00'50' DEEP x 22' WIDELOADING SPACE25.49'PROVIDE SAW CUT EDGE IN EX. PAVEMENT FOR CURB INSTALLATION50' DEEP x 22' WIDELOADING SPACE50' DEEP x 22' WIDELOADING SPACE50' DEEP x 22' WIDELOADING SPACEPROP. 5' SIDEWALK (TYP)PROP. CG-12B PROP. MULTI-TENANT MONUMENT SIGN 6 RISERS6 RISERS6 RISERS7 RISERS8 RISERS3 RISERS4 3 . 2 9 ' 1 HOUR WALL 1 HOUR WALL 1 HOUR WALL 5.17' BY 3.87' CLEAR LANDING (TYP) PROP. 20.00' WATER ESMT P R O P . 2 0 . 0 0 ' W A T E R E S M T . PROP. 20.00' WATER ESMT PROP. 20.00' WATER ESMT 03-07-2022 U:\Accounts\STNCM\STNCM21001 - Frogale Flex Space Site Plan\DESIGN\_SHEETS\Site Plan\CS3000.dwg PLOTTED: 5/20/2022 11:26 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS3000 BYNO.DATEREVISIONSSTNCM21001 KDR CDR 2021-08-25 MMA SHEET APPROVED BY OF8 22 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 20'40'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHFROGALE FLEX SPACEFROGALE COURT I WINCHESTER, VABACK CREEK MAGESTERIAL DISTRICTPO BOX 1330WINCHESTER, VA 22604FROGALE COURT LLCDIMENSIONAL PLANNOT FOR BID OR CONSTRUCTION 03-07-2022 01-05-2022 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR03-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR CG-6RTRANSITION TRANSITION CG-6R LEGEND NTS (STANDARD DUTY) ASPHALT PAVEMENT NTS 1 1 2" SURFACE COURSE (SM 12.5A) 2" IM 19.0 COMPACTED SUBGRADE 6" DENSE GRADED STONE (21B) (HEAVY DUTY) ASPHALT PAVEMENT NTS 1 1 2" SURFACE COURSE (SM 12.5A) 3" BASE COURSE (BM25) COMPACTED SUBGRADE 6" DENSE GRADED STONE (21B) CONCRETE SIDEWALK NTS 4" CONCRETE 4" DENSE GRADED STONE (21B) COMPACTED SUBGRADE 7737 7 4 775 77 6 777 778 779 780 781 782783 78 3 783 783 782 781 7 8 0 78 4 785 7867 8 7 78 8 784 7737727717707707717727 7 3 7 7 4 775776 777 77877 9 7 8 0 780 780779 780781782782783 784 785 7 8 6 786 785 785784783782 781 7807817 8 2 78 3 784 784 780 779 7797 7 8 7 7 7 77 677 577777677 8779 7797807817827837 8 0 7 8 1 785 784783782781781 783782780779780781 779 779 PIN 63-A-61DLOT 4 3.388 ACRES (NO TOP) IN (771.27)OUT (771.10) (NO TOP) IN (775.53) NEIN (775.47) NW OUT (774.72) 15" HDPE 164' OF 15" HDPE @ 1.15% (NO TOP)IN (777.66) OUT (777.41) RIM (784.65)OUT (780.05)15" HDPE RIM (783.47)OUT (779.62) (NO TOP) IN (770.33)OUT (769.86) RIM (773.96) IN (769.43) 24" PEPIN (768.76) 30" HDPE OUT (768.66) 30" HDPE RIM (777.39) IN (771.49)OUT (771.44) RIM (775.65)IN (770.50) OUT (770.45) RIM (775.49) OUT (770.74) RIM (774.72)IN (769.52) OUT (769.42) RIM (778.50)IN (774.10) OUT (773.50) RIM (779.67OUT (775.62)175' OF 24" HDPE @ 0.44%15" RCP 24" HDPEINV. (768.20) PIPE & DITCH REQUIRE CLEANINGTO OBTAIN POSITIVE DRAINAGE30" HDPE24" PEP 18" HDPE 24" HDPE30" HDPEEX. CONC. SIDEWALK ASPHALT PARKING LOT ASPHALTCONC. PAD W/ CONDUIT ELEC. TRANS. LOT 6 ELEC.TRANS. ELEC.TRANS.LOT 6FROGALE COURT(60' R/W)EX. 20' SSWR ESMT.INST. 080000626 EX. 50' INGRESS/EGRESS ESMT. INST. 080000626EX. 20' STORM SEWER ESMT.INST. 080000626EX. 20' WATER ESMT.INST. 080000626EX. 15' VERIZON ESMT. INST. 080005896 EX. 15' VERIZON ESMT. INST. 080006070 EX. 10' GAS PIPELINE ESMT. INST. 080008474 WV WV WMV WV WV WV WV FH THHTRBTRB THH THH THH THH TRB GA WTP N 46°51'07" W 344.50'C1N 42°23'10" E 10.36'N 08°1 1' 0 5" E 38.97' N 38°45'16" E 243.18' C2 S 46°03'44" E 413.61'S 43°08'53" W 366.51'12" WATER MAIN8" WATER MAINEX. 8" WATER MAINEX. 12" WATER MAINEX. 12" WATER MAIN 27 10 7 2 PROP. EDGE OFSAW CUTPROP. EDGE OFSAW CUTPROVIDE SAW CUT EDGE IN EX. PAVEMENT FOR CURB INSTALLATION 4 5' PARKING SETBACK10' PARKING SETBACK10' PARKING SETBACK 25' YARD SETBACK 75' FRONT YARD SETBACK 75' FRONT YARD SETBACK25' YARD SETBACKPROP. 24" WIDE THERMOPLASTIC STOP BAR PROP. STOP SIGN PROP. DUMPSTER PAD. SEE DETAIL ON SHEET CS9000. 10,500 SF. F.F.E. = 785.10' 10,500 SF. F.F.E. = 785.10' 10,500 SF. F.F.E. = 785.10' 10,500 SF. F.F.E. = 785.10'50' DEEP x 22' WIDELOADING SPACEPROVIDE SAW CUT EDGE IN EX. PAVEMENT FOR CURB INSTALLATION50' DEEP x 22' WIDELOADING SPACE50' DEEP x 22' WIDELOADING SPACE50' DEEP x 22' WIDELOADING SPACEPROP. 5' SIDEWALK (TYP)PROP. CG-12B PROP. MULTI-TENANT MONUMENT SIGN 6 RISERS6 RISERS6 RISERS7 RISERS8 RISERS3 RISERS4 3 . 2 9 ' 1 HOUR WALL 1 HOUR WALL 1 HOUR WALL 5.17' BY 3.87' CLEAR LANDING (TYP)120' OF 24" ADS N-12 @ 2.86%1.5 1.6 1.4 1.3 1.1A 1.1 1.2 1.7 1.0 1.1B 1.1B-1 80' OF 12" ADS N-12 @ 3.00%1.1C F.D.C. LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE 84 65TC 84 10TC 83 80 TC 84 39TC 84 70TC 84 60 TC 84 70 84 95 84 95 84 80TC 83 80 86 00TC 85 00TC 83 33TC 82 43RIM 81 50TC 80 56RIM 82 16TC 81 68TC 77 58TC 81 10 81 10 7 7 5 77 6 7767777 7 8 77 9 780 78078 0 7 7 9 7 7 8 77 7 77677777877 8 77 9 77 9 78 0 78 1 78 0 7797807817817 8 1 781782782783784784783 783784 78 3 783784 7847857 8 5 78 4 783 782 781 7847837827837827817 8 0 781 78 1 780 79 27EX 79 60EX MATCHEX 79 80 79 25 EX 79 27EX 79 95 TC 80 12TC 76 00 75 70 785.02'780.21'785.02'780.90'785.02'780.90'785.10'780.90' 785.02'785.02'785.02'785.02' 785.02' 779.52' 785.02' 782.96' 83 22 83 69 83 40 83 40 83 56 84 12TC 83 96 84 56 TC 83 79 84 06 84 22 84 66 84 84 83 90 A A 03-07-2022 U:\Accounts\STNCM\STNCM21001 - Frogale Flex Space Site Plan\DESIGN\_SHEETS\Site Plan\CS4000.dwg PLOTTED: 5/20/2022 11:26 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS4000 BYNO.DATEREVISIONSSTNCM21001 AS SHOWN CDR 2021-04-23 MMA SHEET APPROVED BY OF9 22 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 20'40'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHFROGALE FLEX SPACEFROGALE COURT I WINCHESTER, VABACK CREEK MAGESTERIAL DISTRICTPO BOX 1330WINCHESTER, VA 22604FROGALE COURT LLCGRADING PLANNOT FOR BID OR CONSTRUCTION 03-07-2022 01-05-2022 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR03-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR CG-6RTRANSITION TRANSITION CG-6R LEGEND NTS SPOT SHOT ABBREVIATIONS BC = BOTTOM OF CURB EP = EDGE OF PAVEMENT EX = MATCH EXISTING GT = GRATE INV = INVERT PVMT = PAVEMENT SW = SIDEWALK PIN 63-A-61D LOT 43.388 ACRES (NO TOP)IN (771.27) OUT (771.10) (NO TOP)IN (775.53) NE IN (775.47) NWOUT (774.72) 15" HDPE 164' OF 15" HDPE @ 1.15% (NO TOP)IN (777.66)OUT (777.41) RIM (784.65) OUT (780.05)15" HDPE RIM (783.47)OUT (779.62) (NO TOP)IN (770.33) OUT (769.86) RIM (773.96)IN (769.43) 24" PEP IN (768.76) 30" HDPEOUT (768.66) 30" HDPE RIM (777.39)IN (771.49) OUT (771.44) RIM (775.65) IN (770.50)OUT (770.45) RIM (775.49)OUT (770.74) RIM (774.72)IN (769.52)OUT (769.42) RIM (778.50) IN (774.10)OUT (773.50) RIM (779.67 OUT (775.62)175' OF 24" HDPE @ 0.44%15" RCP 24" HDPEINV. (768.20)PIPE & DITCH REQUIRE CLEANINGTO OBTAIN POSITIVE DRAINAGE30" HDPE24" PEP 18" HDPE 24" HDPE30" HDPESHADY ELM ROAD VA. RTE 65 1 (VARIABLE WIDTH R/W) EX. CONC. SIDEWALK ASPHALTPARKING LOT ASPHALTCONC. PADW/ CONDUIT ELEC.TRANS. LOT 6 ELEC.TRANS. ELEC. TRANS.LOT 6FROGALE COURT(60' R/W)EX. 20' SSWR ESMT. INST. 080000626 EX. 50' INGRESS/EGRESS ESMT. INST. 080000626EX. 20' STORM SEWER ESMT.INST. 080000626EX. 20' WATER ESMT.INST. 080000626EX. 15' VERIZON ESMT.INST. 080005896 EX. 15' VERIZON ESMT. INST. 080006070 EX. 10' GAS PIPELINE ESMT. INST. 080008474 CO CO CO 8" SSWR RIM (772.43)IN (760.33)OUT (760.13)RIM (774.35)IN (762.45)OUT (762.25) WV WV WMV WV WV WV WV FH THHTRBTRB THH THH THH THH TRB GA WTP N 46°51'07" W 344.50'C1N 42°23'10" E 10.36'N 08°1 1' 0 5 " E 38.97' N 38°45'16" E 243.18' C2 S 46°03'44" E 413.61'S 43°08'53" W 366.51'APPROX. LOC. EX.SSWR LATERALAPPROX. LOC. EX.SSWR LATERAL12" WATER MAIN8" WATER MAINEX. 8" WATER MAINEX. 12" WATER MAINEX. 12" WATER MAIN 5' PARKING SETBACK10' PARKING SETBACK10' PARKING SETBACK 25' YARD SETBACK 75' FRONT YARD SETBACK 75' FRONT YARD SETBACK25' YARD SETBACK10,500 SF. F.F.E. = 785.10' 10,500 SF. F.F.E. = 785.10' 10,500 SF. F.F.E. = 785.10' 10,500 SF. F.F.E. = 785.10' PROP. 5' SIDEWALK (TYP)PROP. CG-12B PROP. MULTI-TENANT MONUMENT SIGN 6 RISERS6 RISERS6 RISERS7 RISERS8 RISERS3 RISERS4 3 . 2 9 ' 1 HOUR WALL 1 HOUR WALL 1 HOUR WALL 5.17' BY 3.87' CLEAR LANDING (TYP) TEST PIT REQUIRED MATCH LATERAL SIZE AND EXTEND TO BUILDING TP PROP. 20.00' WATER ESMT P R O P . 2 0 . 0 0 ' W A T E R E S M T . PROP. 20.00' WATER ESMT PROP. 20.00' WATER ESMT LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE WATERLINE (C) - 8" D.I.P. CL52 PROP. 12"x8" WET TAP 1 - 12"x8" TEE 2 - 12" GV 1 - 8" GV TEST PIT REQUIRED LOCATION OF 12" MAIN IS ASSUMED PROP. DEDICATED F.D.C. F.H. ASSY RELOCATED F.H. ASSY (A) WATERLINE (A) - 8" D.I.P. CL52 PROP. 45° ELBOW 1 - 8" GV 1 - 8"x6" REDUCER RELOCATED FH ASSY (B) PROP. 1 - 8"x6" RDCR 1 - 8" GV WATERLINE (B) - 8" D.I.P. CL52 PROP. 1 - 22.5° BEND TP PROP. DEDICATED F.D.C F.H .ASSY STUB 1 - 8"x8" TEE 1 - 8" GV 1 - 8"x6" REDUCER PROP. 8" D.I.P. CL 52 WATERLINE FOR FIRE PROTECTION SERVICE F.D.C. PROP. METER BOX PROP. 1 - 8" GV120' OF 24" ADS N-12 @ 2.86%1.5 1.6 1.4 1.3 1.1A 1.1 1.2 1.7 1.0 1.1B 1.1B-1 80' OF 12" ADS N-12 @ 3.00%1.1C 03-07-2022 U:\Accounts\STNCM\STNCM21001 - Frogale Flex Space Site Plan\DESIGN\_SHEETS\Site Plan\CS5000.dwg PLOTTED: 5/20/2022 11:27 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS5000 BYNO.DATEREVISIONSSTNCM21001 AS SHOWN CDR 2021-04-23 MMA SHEET APPROVED BY OF10 22 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 20'40'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHFROGALE FLEX SPACEFROGALE COURT I WINCHESTER, VABACK CREEK MAGESTERIAL DISTRICTPO BOX 1330WINCHESTER, VA 22604FROGALE COURT LLCUTILITY PLANNOT FOR BID OR CONSTRUCTION 03-07-2022 01-05-2022 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR03-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR F.H. ASSY (B) NOTE: THIS FIRE HYDRANT IS NOT REQUIRED TO MAINTAIN COVERAGE FOR THIS PROPERTY, NOR THE NEIGHBORING PROPERTY (LOT 6) TO THE NORTH EAST. STORM STRUCTURES NOTE: REFER TO SHEET CS5200 FOR INVERT AND RIM ELEVATIONS. WATER SERVICE NOTE: FINAL CONFIGURATION OF WATER SERVICE SHALL BE DESIGNED & COORDINATED BY THE OWNER'S MEP CONTRACTOR & THE CITY OF WINCHESTER PUBLIC UTILITIES. FINISHED GRADE WATERLINE (A) - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 770 780 790 770 780 790 9+75 10+00779.6779.5810+508"x6" REDUCER - STA. 10+06.9745° BEND - STA. 10+00 - CONNECT TO EX.FH ASSM. - STA. 10+27.81GV - STA. 10+03.50EXISTING GRADE WATERLINE (A) 8" D.I.P CL5236" MIN. COVERWATERLINE (B) - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 775 780 790 800 9+75 10+00783.6783.64785.0785.0110+758"x6" REDUCER - STA. 10+07FH ASSM. - STA. 10+52.55GV - STA. 10+03.50EXISTING GRADE FINISHED GRADE WATERLINE (B) 8" D.I.P CL5236" MIN. COVERWATERLINE (C) - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 770 780 790 770 780 790 9+75 10+00777.9777.94779.4779.4111+00780.1780.1411+50STA. 10+00 - 12"x8" TEE (WET TAP) - TEST PIT REQUIREDWATERLINE (C) 8" D.I.P CL52 EXISTING GRADE FINISHED GRADE36" MIN. COVER11+20.71 = BUILDING WALLGV - STA. 10+03.50STA. 10+75 - 8"x8" TEEDECIATED F.D.C. F.H. ASSY STUBU:\Accounts\STNCM\STNCM21001 - Frogale Flex Space Site Plan\DESIGN\_SHEETS\Site Plan\CS5100.dwg PLOTTED: 5/20/2022 11:27 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS5100 BYNO.DATEREVISIONSFROGALE FLEX SPACEFROGALE COURT I WINCHESTER, VABACK CREEK MAGESTERIAL DISTRICTPO BOX 1330WINCHESTER, VA 22604FROGALE COURT LLCUTILITY PROFILES & DETAILS (WATER)STNCM21001 AS SHOWN CDR 2021-04-23 MMA SHEET APPROVED BY OF11 22 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK01-02-2022 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR03-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR 03-07-2022 PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NOT FOR BID OR CONSTRUCTION U:\Accounts\STNCM\STNCM21001 - Frogale Flex Space Site Plan\DESIGN\_SHEETS\Site Plan\CS5101.dwg PLOTTED: 5/20/2022 11:27 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS5101 BYNO.DATEREVISIONSFROGALE FLEX SPACEFROGALE COURT I WINCHESTER, VABACK CREEK MAGESTERIAL DISTRICTPO BOX 1330WINCHESTER, VA 22604FROGALE COURT LLCUTILITY DETAILS (WATER & SANITARY)STNCM21001 AS SHOWN CDR 2021-04-23 MMA SHEET APPROVED BY OF12 22 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK01-05-2022 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR03-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR 03-07-2022 PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NOT FOR BID OR CONSTRUCTION STORM PROFILE (STRC. 1.0 TO 1.7) HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 760 770 780 790 760 770 780 790 9+75 10+00768.7774.511+00775.1776.512+00777.6778.613+00779.7779.85780.8781.0614+00777.8780.57780.0781.6515+00780.8783.04781.2782.9216+00781.7783.14783.1784.0517+001.3 DI-1 - STA. = 11+05.08RIM = 775.18INV IN = 770.33 (FROM 1.4)INV OUT = 769.89 (TO 1.2)174.81' OF 24" HDPE @ 0.44%1.4 48" MH - STA. = 12+79.89RIM = 779.29INV IN = 771.27 (FROM 1.5)INV OUT = 771.10 (TO 1.3)120.45' OF 2 4 " A D S N - 1 2 @ 2. 8 6 %1.5 DI-3B (10' RT) - STA. = 14+00.33RIM = 780.56INV IN = 775.53 (FROM 1.6)INV OUT = 774.72 (TO 1.4)163.79' OF 15" HDPE @ 1 . 1 5 %1.6 DI-3B (8' RT) - STA. = 15+64.12RIM = 782.43INV IN = 777.66 (FROM 1.7)INV OUT = 777.41 (TO 1.5)111.13' OF 1 5 " H D P E @ 2 . 1 5 %1.7 DI-3B (12' RT) - STA. = 16+75.26RIM 784.65INV OUT 780.05 (TO 1.6)1.0 NULL STRUCTURE - STA. = 10+00RIM 771.0667.89' OF 24" HDPE @ 0.55%1.2 DI-3B (8' LT) - STA. = 10+37.19RIM 774.72INV IN 769.52 (FROM 1.3)INV OUT 769.42 (TO 1.1)16.00' OF 30" HDPE @ 4.13%1.1 48" MH - STA. = 10+21.19RIM 773.96INV IN 769.43 (FROM 1.1A)INV IN 768.76 (FROM 1.2)INV OUT 768.66 (TO )21.19' OF 30" HDPE @ 2.17% FINISHED GRADE EXISTING GRADE NEW TOP ONLY NEW TOP ONLY NEW TOP ONLY NEW TOP ONLY STORM PROFILE (STRC. 1.1B - 1.1B-1) HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 765 770 780 790 800 765 770 780 790 800 9+75779.8779.7710+00778.1778.06779.3779.2511+00781.4781.4111+251.1B-1 15" NYLOPLAST DRAIN BASIN - STA. = 10+80RIM = 779.00INV OUT = 777.00 (TO 1.1B)80.00' OF 1 2 " A D S N - 1 2 @ 3. 0 0 %1.1B DI-3B (16' RT) - STA. = 10+00RIM = 778.50INV IN = 774.60 (FROM 1.1B-1)INV IN = 774.10 (FROM 1.1C)INV OUT = 773.50 (TO 1.1A)FINISHED GRADE EXISTING GRADE U:\Accounts\STNCM\STNCM21001 - Frogale Flex Space Site Plan\DESIGN\_SHEETS\Site Plan\CS5200.dwg PLOTTED: 5/20/2022 11:27 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS5200 BYNO.DATEREVISIONSFROGALE FLEX SPACEFROGALE COURT I WINCHESTER, VABACK CREEK MAGESTERIAL DISTRICTPO BOX 1330WINCHESTER, VA 22604FROGALE COURT LLCUTILITY PROFILES (STORM) DESIGN & HGLCOMPS & VRRMSTNCM21001 AS SHOWN CDR 2021-04-23 MMA SHEET APPROVED BY OF13 22 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK01-05-2022 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR03-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR 03-07-2022 PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NOT FOR BID OR CONSTRUCTION *DATA TAKEN FROM SP 78-04 & 26-08 33.0420.44 0.812.26 **** * STORMWATER SUMMARY STORMWATER QUANTITY REQUIREMENTS ARE PROVIDED BY THE REGIONAL STORMWATER FACILITY LOCATED TO THE SOUTHEAST OF THIS SITE. WATER QUALITY WILL BE PROVIDED THROUGH THE PURCHASE OF NUTRIENT CREDITS. THIS SITE DISCHARGES INTO AN EXISTING MAN MADE CONVEYANCE CHANNEL THAT LEADS TO THE REGIONAL FACILITY. AS SHOWN HEREIN, THE DISCHARGE INTO THIS EXISTING CHANNEL MEETS THE REQUIREMENTS OF 9VAC25-870-66.B.1.A AND C.1. U:\Accounts\STNCM\STNCM21001 - Frogale Flex Space Site Plan\DESIGN\_SHEETS\Site Plan\CS5201.dwg PLOTTED: 5/20/2022 11:27 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS5201 BYNO.DATEREVISIONSFROGALE FLEX SPACEFROGALE COURT I WINCHESTER, VABACK CREEK MAGESTERIAL DISTRICTPO BOX 1330WINCHESTER, VA 22604FROGALE COURT LLCUTILITY DETAILS (STORM)STNCM21001 AS SHOWN CDR 2021-04-23 MMA SHEET APPROVED BY OF14 22 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK01-05-2022 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR2 03-04-2022ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR 03-07-2022 PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NOT FOR BID OR CONSTRUCTION SHADY ELM ROAD VA. RTE 65 1 (VARIABLE WIDTH R/W) EX. CONC. SIDEWALK CONC. PAD W/ CONDUIT ELEC.TRANS. ELEC.TRANS. ELEC.TRANS.FROGALE COURT(60' R/W)WV WV WMV WV WV WV WV FH THHTRBTRB THH THH THH THH TRB GA WTP N 46°51'07" W 344.50'C1N 42°23'10" E 10.36'N 08°1 1' 0 5 " E 38.97' N 38°45'16" E 243.18' C2 S 46°03'44" E 413.61'S 43°08'53" W 366.51'12" WATER MAIN8" WATER MAINEX. 8" WATER MAINEX. 12" WATER MAINEX. 12" WATER MAIN 10,500 SF. F.F.E. = 785.10' 10,500 SF. F.F.E. = 785.10' 10,500 SF. F.F.E. = 785.10' 10,500 SF. F.F.E. = 785.10' PROP. 5' SIDEWALK (TYP)PROP. CG-12B PROP. MULTI-TENANT MONUMENT SIGN 6 RISERS6 RISERS6 RISERS7 RISERS8 RISERS3 RISERS4 3 . 2 9 ' 1 HOUR WALL 1 HOUR WALL 1 HOUR WALL 5.17' BY 3.87' CLEAR LANDING (TYP) TP TP F.D.C. PROP. HEDGE ROW SCREENING 15 - COMMON BOXWOOD SHRUBS (BUXUS SEMPERVIRENS) PROP. HEDGE ROW SCREENING 69 - COMMON BOXWOOD SHRUBS (BUXUS SEMPERVIRENS) NS NS NS NSNS NS NS AG NS AG AG AG AG AG NS NS AG AGAG AGNSAG NSAG AG AG LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE SA SA W W W SA SA SA SA W W S SA W W PROP. 20.00' WATER ESMT P R O P . 2 0 . 0 0 ' W A T E R E S M T . PROP. 20.00' WATER ESMT PROP. 20.00' WATER ESMT 03-07-2022 U:\Accounts\STNCM\STNCM21001 - Frogale Flex Space Site Plan\DESIGN\_SHEETS\Site Plan\CS6000.dwg PLOTTED: 5/20/2022 11:28 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS6000 BYNO.DATEREVISIONSSTNCM21001 AS SHOWN CDR 2021-04-23 MMA SHEET APPROVED BY OF15 22 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 20'40'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHFROGALE FLEX SPACEFROGALE COURT I WINCHESTER, VABACK CREEK MAGESTERIAL DISTRICTPO BOX 1330WINCHESTER, VA 22604FROGALE COURT LLCLANDSCAPING PLANNOT FOR BID OR CONSTRUCTION 03-07-2022 01-05-2022 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR2 03-04-2022ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR LEGEND LANDSCAPE LABEL XX-# PROPOSED SHRUB PROPOSED TREE U:\Accounts\STNCM\STNCM21001 - Frogale Flex Space Site Plan\DESIGN\_SHEETS\Site Plan\CS6001.dwg PLOTTED: 5/20/2022 11:28 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS6001 BYNO.DATEREVISIONSFROGALE FLEX SPACEFROGALE COURT I WINCHESTER, VABACK CREEK MAGESTERIAL DISTRICTPO BOX 1330WINCHESTER, VA 22604FROGALE COURT LLCLANDSCAPING NOTES & DETAILSSTNCM21001 AS SHOWN CDR 2021-04-23 MMA SHEET APPROVED BY OF16 22 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK01-05-2022 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR03-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR 03-07-2022 PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NOT FOR BID OR CONSTRUCTION U:\Accounts\STNCM\STNCM21001 - Frogale Flex Space Site Plan\DESIGN\_SHEETS\Site Plan\CS6001.dwg PLOTTED: 5/20/2022 11:28 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----LANDSCAPE CALCULATIONS: PARKING LOT LANDSCAPING CALCULATIONS PERIMETER LANDSCAPING IMPERVIOUS PARKING AREA 39,427.64 SF TREES REQUIRED @ 1 PER 2,000 SF 20 TREES PROVIDED 20 INTERIOR LANDSCAPING PROPOSED PARKING SPACES 52 TREES REQUIRED @ 1 PER 10 SPACES 6 TREES PROVIDED 6 GENERAL LANDSCAPING NOTES: 1. TREES SHALL NOT BE PLANTED WITHIN EASEMENTS FOR WATER, SEWER, ELECTRIC, OR GAS. 2. WHEN PLANTED, TREES SHALL HAVE A MINIMUM OF ONE AND ONE FOURTH INCH CALIPER, SIX INCHES ABOVE GRADE. 3. ALL LANDSCAPING SHALL COMPLY WITH FREDEROCK COUNTY, ZONING ORDINANCE SECTION§165203.01 LANDSCAPING REQUIREMENTS. 4. OWNER WILL ACCEPT FOR REVIEW, SUBSTITUTIONS FOR ALL LANDSCAPING PROVIDED THEY SATISFY APPLICABLE REGULATIONS. 5. BRADFORD PEARS AND ALL VARIETIES OF ORNAMENTAL FLOWERING PEARS ARE PROHIBITED FROM BEING USED TO FULFILL PLANTING OR SUBSTITUTE PLANTING REQUIREMENTS. LANDSCAPING GENERAL CONDITIONS: SCOPE OF WORK THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE ALL LANDSCAPE WORK AS SHOWN ON THE PLANS AND SPECIFICATIONS. NOTE: IF THE CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HE/SHE SHOULD THOROUGHLY CHECK THE PLANT LIST QUANTITIES WITH THE SYMBOLS DRAWN ON THE PLAN, TOP BE SURE THERE ARE NO DISCREPANCIES. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING AND THE LIST ON THE PLANS, THE DRAWING TAKES PRECEDENCE. STANDARDS A. ALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA). B. PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTED AND CERTIFIED BY STATE PLANT INSPECTORS. C. COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'S REPRESENTATIVE. D. NOMENCLATURE WILL BE IN ACCORDANCE WITH HORTUS III BY L.H. BAILEY. SUBSTITUTIONS: PRE-BID IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THE MATERIAL SPECIFIED BY THE ARCHITECT. THE LANDSCAPE CONTRACTOR MAY OFFER SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HER CONSIDERATION. THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IF THERE ARE KNOWN DISEASES OR INSECT RESISTANT SPECIES THAT CAN BE SUBSTITUTED FOR A SELECTED PEST-PRONE PLANT. THE CONTRACTOR SHALL SUBMIT A BASE BID AS PER PLAN PLUS PRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS. SUBSTITUTIONS: POST-BID IT IS THE INTENT TO ELIMINATE POST-BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE CONTRACT MATERIAL HAS BECOME UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE. UTILITIES AND UNDERGROUND FEATURES THE LANDSCAPE CONTRACT SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL CONTRACTOR IN ADVANCE OF CONSTRUCTION TO LOCATE UTILITIES. A. IF THERE IS A CONFLICT WITH THE UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECT SHALL BE RESPONSIBLE FOR RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANY COST DUE TO RELOCATING AFTER PLANTING SHALL BE BORNE BY THE OWNER. DRAINAGE IF PLANTS ARE TO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE PLANTS ARE INAPPROPRIATE FOR THAT CONDITION, THE PLANTS SHALL BE RELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION AT A NEGOTIATED COST, OR THE PLANT SELECTION SHALL BE MODIFIED BY THE LANDSCAPE ARCHITECT TO ACCOMMODATE THE POOR DRAINAGE SITUATION. WARRANTY A. THE STANDARD WARRANTY IS FOR A ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD AND ANNUALS, COMMENCING ON THE DATE OF INITIAL ACCEPTANCE. AL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD. B. BALLED AND BURLAPPED (B&B). 1. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF NOXIOUS WEEDS. THERE SHOULD BE NO EXCESS SOIL ON TOP OF THE ROOT BALL OR AROUND THE TRUNK. 2. BALL SIZE SHALL BE IN ACCORDANCE WITH ANLA STANDARDS. 3. CALIPER AND HEIGHT MEASUREMENTS: IN SIZE GRADING B&B SINGLE-TRUNK TREES, CALIPER SHALL TAKE PRECEDENCE OVER HEIGHT. CALIPER OF THE TRUNK SHALL BE TAKEN 6" ABOVE THE GROUND LEVEL (UP TO INCLUDING 4" CALIPER SIZE) AND 12" ABOVE THE GROUND LEVEL OF LARGER TREES. FOR MULTIPLE-TRUNK TRESS, HEIGHT MEASUREMENT SHALL TAKE PRECEDENCE OVER CALIPER. C. CONTAINER-GROWN STOCK 1. THE SIZE OF CONTAINER-GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF PLANT. CONTAINER-GROWN TREES ARE MEASURED BY THE SAME STANDARDS LISTED IN B.3 ABOVE. THE ROOT SYSTEM OF CONTAINER-GROWN PLANTS SHALL BE WELL-DEVELOPED AND WELL- DISTRIBUTED THROUGHOUT THE CONTAINER. 2. ALL CONTAINER-GROWN TREES AND SHRUBS THAT HAVE CIRCLING AND MATTED ROOTS SHALL BE TREATED IN THE FOLLOWING MANNER PRIOR TO PLANTING: USING A KNIFE OR SHARP BLADE, MAKE 4-5 CUTS, 1" DEEP, THE LENGTH OF THE ROOT BALL, TO CUT ALL CIRCLING ROOTS. SEE PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS IN THIS SECTION. 3. ALL CONTAINER-GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL THEY ARE PLANTED IN THE LANDSCAPE, THE SOIL SHALL BE KEPT MOIST WITH THE EQUIVALENT OF ONE INCH OF RAINFALL PER WEEK. A. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. PRUNING DETAIL FOR TREES IN THIS SECTION. B. ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED TO KEEP MATERIAL FROM DRYING OUT. THE COVERING SHALL COMPLY WITH STATE AND LOCAL LAWS PERTAINING TO THE TRANSPORT OF MATERIALS. C. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOTBALL COVERED BY MULCH AND KEPT MOIST. TREES AND SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE THAN 24 HOURS WITHOUT ADEQUATE WATER TO INSURE ROOTS SURVIVAL. INSPECTION A. PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE AT THE PLACE OF GROWTH OR HOLDING YARD FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AS TO QUALITY, SIZE AND VARIETY. B. PLANTS DAMAGED IN HANDLING OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OR OWNER'S REPRESENTATIVE. C. STATE NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT UPON REQUEST. PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS A. REMOVE THE PLANT EITHER BY CUTTING OR INVERTING THE CONTAINER. B. FOR UNTREATED PLASTIC CONTAINER GROWN PLANTS WITH CIRCLING ROOTS, USE A SHARP KNIFE TO MAKE 1" CUTS THE LENGTH OF THE ROOTBALL. C. PLANT SHRUB TO TREE A MINIMUM OF 1/8 OF THE HEIGHT OF THE ROOTBALL ABOVE EXISTING GRADE. D. APPLY A 2 TO 3" THICK LAYER OF APPROVED MULCH. KEEP MULCH 6" AWAY FROM THE TRUNK OF ALL TREES AND SHRUBS. E. PLANTS GROWN IN ROOT CONTAINMENT BAGS MUST HAVE THE BAGS REMOVED DURING THE PLANTING OPERATION. NO ADDITIONAL SLASHING OF THE ROOTBALL IS NECESSARY. MAINTENANCE OF LANDSCAPING NOTES: 1. ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. 2. REASONABLE PROVISIONS SHALL BE MADE FOR PROTECTION FROM VEHICLES, PEDESTRIANS, OR SHOPPING CARTS. 3. DEAD OR DYING VEGETATION SHALL BE REPLACED AT DIRECTION OF ADMINISTRATOR. 4. SHRUBS SHALL BE REPLACED AT A SIZE CONSISTENT WITH THAT OF EXPECTED FOR SPECIES AND TIME SINCE INSTALLATION. 5. TREES SHALL BE REPLACED AT A SIZE OF 0.5" CALIPER ABOVE 2" FOR EVERY YEAR SINCE INSTALLATION UP TO 5" CALIPER. PITCH FROM C OF PLANTING AREA TYPICAL MULCH EDGING DETAIL4" MIN.MULCH LAYER TOPSOIL L PROVIDE EDGE WITH CLEAN, CRISP SEPARATION BETWEEN MULCHED BED AND ADJACENT SURFACECONDITIONS CUT EDGE MINIMUM 4" BELOW GRADE TO RECEIVEMULCH TURF, SIDEWALK, OR CURB 2" MIN. MULCHLAYER NOT TO SCALE TREE PLANTING NOT TO SCALE 3x DIAMETER OF ROOT BALL SET TRUNK PLUMB L DO NOT MULCH WITHIN 6" OF TRUNK 3" OF MULCH SLOPE SIDES OF PLANTING HOLE REMOVE BURLAP OR WIREBASKET FROM TOP 1/3 OF ROOT BALL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURETO PREVENT ROOT BALL FROM SHIFTING SECURE GUYS WITH RUBBERHOSE TO TRUNK PRUNE ONLY DAMAGEDOR DEAD BRANCHES *(2) 2"x2" WOOD STAKES SET AT 180° (ALT: STEEL FENCE POSTS) C NOTES: 1.*STAKE ONLY TO PREVENT WIND TIP OR WHEN PLANTING ON STEEP SLOPES 2. REMOVE ALL TAGS AND ROPES FROM BRANCHES AND ROOT BALL. SHRUB PLANTING NOT TO SCALE 3x DIAMETER OF ROOT BALLOR CONTAINER SIZE 2" OF MULCH CREATE A SAUCER SHAPEWITH MULCH TO HOLD WATER SLOPE SIDES OF PLANTING HOLE REMOVE BURLAP OR WIREBASKET FROM TOP 1/3 OF ROOT BALL TAMP SOIL AROUND ROOT BALL BASE FIRMLY TO PREVENTROOT BALL FROM SHIFTING PRUNE ONLY DAMAGEDOR DEAD BRANCHES EVERGREEN TREE PLANTING NOT TO SCALE 3x DIAMETER OF ROOT BALL SET TRUNK PLUMB L DRIVE STAKES AT AN ANGLE INSIDE OF SAUCER DO NOT MULCH WITHIN 6" OF TRUNK 3" OF MULCH CREATE A SAUCER SHAPE WITH MULCH TO HOLD WATER SLOPE SIDES OF PLANTING HOLE REMOVE BURLAP OR WIREBASKET FROM TOP1/3 OF ROOT BALL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURETO PREVENT ROOT BALL FROM SHIFTING PRUNE ONLY DAMAGED OR DEAD BRANCHES C GENERAL PLANT SCHEDULE SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY TREES AG Acer ginnala ANUR MAPLE 2" CAL @ 6" ABOVE GRADE MIN.AS SHOWN 14 NS Nyssa sylvatica BLACK GUM 2" CAL @ 6" ABOVE GRADE MIN.AS SHOWN 12 HEADLIGHT SCREENING SHRUBS Buxus sempervirens COMMON BOXWOOD SHRUBS 3 GAL. CONTAINER MIN. 36" MIN. HT.4' OC.84 SHADY ELM ROAD VA. RTE 6 5 1 (VARIABLE WIDTH R/W) EX. CONC. SIDEWALK CONC. PADW/ CONDUIT ELEC.TRANS. ELEC.TRANS. ELEC. TRANS.FROGALE COURT(60' R/W)WV WV WMV WV WV WV WV FH THHTRBTRB THH THH THH THH TRB GA WTP 12" WATER MAIN8" WATER MAINEX. 8" WATER MAINEX. 12" WATER MAINEX. 12" WATER MAIN 10,500 SF. F.F.E. = 785.10' 10,500 SF. F.F.E. = 785.10' 10,500 SF. F.F.E. = 785.10' 10,500 SF. F.F.E. = 785.10' PROP. 5' SIDEWALK (TYP)PROP. CG-12B PROP. MULTI-TENANT MONUMENT SIGN 6 RISERS6 RISERS6 RISERS7 RISERS8 RISERS3 RISERS4 3 . 2 9 ' 1 HOUR WALL 1 HOUR WALL 1 HOUR WALL 5.17' BY 3.87' CLEAR LANDING (TYP) TP F.D.C. 0. 2 0. 3 0. 3 0. 5 0. 8 0. 9 0. 4 0. 8 1. 2 1. 6 1. 0 1. 7 2. 2 2. 8 1. 7 2. 7 4. 1 4. 5 1. 6 2. 6 4. 1 4. 5 3. 2 1. 6 1. 5 1. 8 3. 1 4. 0 4. 4 4. 4 1. 2 0. 3 2. 6 2. 2 1. 8 4. 0 4. 2 2. 9 1. 7 0. 9 4. 0 4. 2 2. 9 2. 8 2. 3 1. 8 1. 2 0. 8 2. 5 4. 0 4. 4 1. 8 2. 0 1. 7 1. 5 1. 3 1. 2 4. 1 4. 1 4. 0 1. 1 1. 5 1. 7 1. 8 1. 8 1. 7 2. 5 4. 0 4. 3 0. 9 1. 1 1. 4 1. 8 2. 0 2. 2 1. 5 2. 2 2. 8 1. 5 1. 3 1. 0 1. 0 1. 4 2. 0 2. 5 2. 7 3. 7 3. 9 1. 3 1. 6 1. 9 2. 8 2. 4 1. 7 0. 8 0. 5 0. 7 1. 4 2. 2 2. 7 3. 0 3. 2 2. 5 1. 4 1. 5 1. 5 3. 5 3. 4 4. 2 3. 0 0. 9 0. 3 1. 4 2. 2 2. 6 2. 4 2. 0 1. 4 2. 5 2. 4 2. 1 3. 8 3. 8 4. 3 3. 6 0. 8 0. 2 1. 3 2. 1 2. 2 1. 9 1. 4 0. 9 2. 5 4. 3 3. 6 2. 9 5. 5 5. 8 3. 5 0. 8 0. 2 1. 3 1. 7 1. 7 1. 2 0. 8 0. 5 2. 1 3. 0 4. 5 2. 9 4. 9 5. 6 3. 6 0. 7 1. 1 1. 2 1. 1 0. 9 0. 9 0. 9 3. 0 4. 1 4. 0 3. 4 4. 3 3. 6 0. 8 0. 9 1. 1 1. 3 1. 5 1. 4 1. 7 3. 1 4. 4 2. 0 0. 6 0. 8 1. 2 1. 8 2. 2 2. 5 2. 4 1. 2 1. 8 2. 4 0. 6 0. 7 1. 1 1. 9 2. 8 4. 0 4. 1 1. 9 1. 4 1. 3 1. 5 1. 3 1. 0 0. 7 0. 7 1. 3 2. 7 4. 4 4. 0 2. 4 2. 3 1. 7 2. 5 2. 1 1. 5 0. 6 0. 3 0. 5 1. 5 3. 4 4. 0 3. 8 3. 0 3. 2 3. 3 4. 2 2. 8 0. 9 0. 2 0. 1 1. 7 3. 5 4. 5 4. 7 4. 2 2. 5 3. 7 4. 1 3. 6 0. 9 0. 2 0. 1 1. 9 3. 1 2. 9 3. 3 4. 1 4. 1 3. 3 5. 0 4. 1 3. 4 0. 8 0. 2 0. 1 0. 7 1. 6 2. 0 1. 7 4. 1 4. 8 3. 6 3. 3 5. 3 5. 7 2. 2 0. 4 0. 1 1. 2 1. 2 3. 8 3. 3 3. 0 4. 5 3. 7 2. 2 2. 5 2. 9 2. 8 0. 4 1. 5 2. 0 2. 2 2. 6 0. 9 1. 7 2. 1 2. 2 2. 1 1. 4 2. 1 2. 6 2. 5 2. 0 1. 4 2. 4 3. 7 3. 8 2. 7 1. 4 2. 7 4. 4 4. 6 3. 9 2. 4 2. 6 3. 3 4. 3 3. 6 1. 9 2. 7 4. 6 4. 2 2. 5 1. 4 2. 4 4. 4 3. 8 3. 8 3. 3 2. 4 1. 6 1. 1 2. 6 4. 4 1. 9 2. 1 1. 9 1. 5 1. 0 0. 9 2. 3 2. 8 1. 3 1. 3 1. 1 1. 0 0. 8 0. 9 1. 7 1. 6 0. 7 0. 7 0. 9 1. 0 1. 0 1. 1 1. 5 1. 5 0. 5 0. 9 1. 3 1. 6 1. 4 1. 3 1. 9 2. 5 1. 0 1. 6 2. 2 2. 2 1. 5 1. 1 3. 0 1. 9 2. 8 3. 5 2. 8 1. 3 0. 9 3. 5 1. 8 3. 7 4. 7 4. 2 2. 8 1. 0 2. 9 3. 5 3. 9 4. 0 2. 4 0. 9 1. 7 2. 1 3. 6 4. 6 3. 3 1. 7 0. 9 0. 8 3. 5 4. 0 3. 1 2. 1 1. 2 1. 8 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. 00. 00. 00. 00. 00. 00. 00. 00. 00. 00. 00. 00. 00. 00. 00. 00. 00. 00. 00. 00. 00. 00. 00. 00. 00. 00. 00. 00. 00. 00. 00. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 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. 0 0. 0 0. 0 0. 0 0. 0 SA SA W W W SA SA SA SA W W S SA W W Luminaire Schedule Symbol Qty Label Arrangement Description LLF Luminaire Lumens Luminaire Watts Total Watts 1 S Single LSI 1/MRM-LED-18L-SIL-FT-40- 70CRI-IL, RTP-B3-S11G-20-S-X- 20SRTBC, 22.5' AFG 0.900 12149 150 150 7 SA Single LSI 1/MRM-LED-18L-SIL-3-40- 70CRI-IL, RTP-B3-S11G-20-S-X- 20SRTBC, 22.5' AFG 0.900 14155 150 1050 7 W Single LSI XWM-3-LED-08L-40, 15' AFG 0.900 8137 62 434 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min PARKING & DRIVE AISLE Illuminance Fc 2.28 5.8 0.1 22.80 58.00 PROPERTY LINE Illuminance Fc 0.00 0.1 0.0 N.A.N.A. 03-07-2022 U:\Accounts\STNCM\STNCM21001 - Frogale Flex Space Site Plan\DESIGN\_SHEETS\Site Plan\CS6500.dwg PLOTTED: 5/20/2022 11:28 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS6500 BYNO.DATEREVISIONSSTNCM21001 AS SHOWN CDR 2021-04-23 MMA SHEET APPROVED BY OF17 22 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 20'40'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHFROGALE FLEX SPACEFROGALE COURT I WINCHESTER, VABACK CREEK MAGESTERIAL DISTRICTPO BOX 1330WINCHESTER, VA 22604FROGALE COURT LLCLIGHTING PLANNOT FOR BID OR CONSTRUCTION 03-07-2022 01-05-2022 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR03-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR LIGHTING NOTE: ALL SITE LIGHTING WILL BE FULLY DOWNCAST, FULL CUTOFF, AND SHIELDED AND IN GENERAL CONFORMANCE WITH THE FREDERICK COUNTY ZONING ORDINANCE §165-201.07 U:\Accounts\STNCM\STNCM21001 - Frogale Flex Space Site Plan\DESIGN\_SHEETS\Site Plan\CS6501.dwg PLOTTED: 5/20/2022 11:28 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS6501 BYNO.DATEREVISIONSFROGALE FLEX SPACEFROGALE COURT I WINCHESTER, VABACK CREEK MAGESTERIAL DISTRICTPO BOX 1330WINCHESTER, VA 22604FROGALE COURT LLCLIGHTING DETAILSSTNCM21001 AS SHOWN CDR 2021-04-23 MMA SHEET APPROVED BY OF18 22 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK01-05-2022 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR03-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR 03-07-2022 PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NOT FOR BID OR CONSTRUCTION U:\Accounts\STNCM\STNCM21001 - Frogale Flex Space Site Plan\DESIGN\_SHEETS\Site Plan\CS6502.dwg PLOTTED: 5/20/2022 11:28 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS6502 BYNO.DATEREVISIONSFROGALE FLEX SPACEFROGALE COURT I WINCHESTER, VABACK CREEK MAGESTERIAL DISTRICTPO BOX 1330WINCHESTER, VA 22604FROGALE COURT LLCLIGHTING DETAILSSTNCM21001 AS SHOWN CDR 2021-04-23 MMA SHEET APPROVED BY OF19 22 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK01-05-2022 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR03-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR 03-07-2022 PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NOT FOR BID OR CONSTRUCTION U:\Accounts\STNCM\STNCM21001 - Frogale Flex Space Site Plan\DESIGN\_SHEETS\Site Plan\CS6503.dwg PLOTTED: 5/20/2022 11:28 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS6503 BYNO.DATEREVISIONSFROGALE FLEX SPACEFROGALE COURT I WINCHESTER, VABACK CREEK MAGESTERIAL DISTRICTPO BOX 1330WINCHESTER, VA 22604FROGALE COURT LLCLIGHTING DETAILSSTNCM21001 AS SHOWN CDR 2021-04-23 MMA SHEET APPROVED BY OF20 22 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK01-05-2022 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR03-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR 03-07-2022 PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NOT FOR BID OR CONSTRUCTION F.D.C. PROP. 5' SIDEWALK (TYP)PROP. CG-12B PROP. MULTI-TENANT MONUMENT SIGN 6 RISERS6 RISERS6 RISERS7 RISERS8 RISERS3 RISERS4 3 . 2 9 ' PIN 63-A-61D LOT 43.388 ACRES SHADY ELM ROAD VA. RTE 65 1 (VARIABLE WIDTH R/W) EX. CONC. SIDEWALK ASPHALTPARKING LOT ASPHALTCONC. PADW/ CONDUIT ELEC.TRANS. LOT 6 ELEC.TRANS. ELEC. TRANS.LOT 6FROGALE COURT(60' R/W)GA WTP D C D A A C D D D D D EXISTING FIRE HYDRANT PROP. DEDICATED F.D.C. FIRE HYDRANT ASSY. PROP. FIRE HYDRANT ASSY. DDAC D D D D D D D D D C D D A PROP. 8" D.I.P. CL 52 WATERLINE FOR DOMESTIC AND FIRE PROTECTION SERVICE 03-07-2022 U:\Accounts\STNCM\STNCM21001 - Frogale Flex Space Site Plan\DESIGN\_SHEETS\Site Plan\CS7000.dwg PLOTTED: 5/20/2022 11:45 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS7000 BYNO.DATEREVISIONSSTNCM21001 AS SHOWN CDR 2021-04-23 MMA SHEET APPROVED BY OF21 22 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 20'40'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHFROGALE FLEX SPACEFROGALE COURT I WINCHESTER, VABACK CREEK MAGESTERIAL DISTRICTPO BOX 1330WINCHESTER, VA 22604FROGALE COURT LLCFIRE LANE MARKINGS & SIGNAGE PLANNOT FOR BID OR CONSTRUCTION 03-07-2022 01-05-2022 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR03-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR U:\Accounts\STNCM\STNCM21001 - Frogale Flex Space Site Plan\DESIGN\_SHEETS\Site Plan\CS9000.dwg PLOTTED: 5/20/2022 11:29 AM, BY: Kyle Richardson PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS9000 BYNO.DATEREVISIONSFROGALE FLEX SPACEFROGALE COURT I WINCHESTER, VABACK CREEK MAGESTERIAL DISTRICTPO BOX 1330WINCHESTER, VA 22604FROGALE COURT LLCSITE DETAILSSTNCM21001 AS SHOWN CDR 2021-04-23 MMA SHEET APPROVED BY OF22 22 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK01-05-2022 1 ADDRESSED 1ST SUBMISSION AGENCY COMMENTS KDR03-04-2022 2 ADDRESSED 2ND SUBMISSION AGENCY COMMENTS KDR 03-07-2022 PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NOT FOR BID OR CONSTRUCTION HANDICAP SIGN DETAIL NOT TO SCALE NOT TO SCALE STOP SIGN - DETAIL 7"2'-0"6"13"4"6"1":1' (NOT BE USED ON VDOT RIGHT-OF-WAY) CG-6R-REVERSE GUTTER NOT TO SCALE STANDARD TRASH ENCLOSURE DETAIL (NTS)9"8"6"3'-0"7"6"6"2"8"3'-0"6'-6"6"6" 16'-0" 14'-0" A 6" 6" 6" A