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Home My WebLink About55-25 Final Plan SignedEOI EOI SITE MONTGOMERY CIRCLE FAIR F A X P I K E ( V A R O U T E 2 7 7 ) WARRIOR DRIVE LINE DRIVE LANDGRANT LANE SUBJECT PARCEL OWNER / APPLICANT: FREDERICK COUNTY, VA PO BOX 1877 WINCHESTER, VA 22604 C/O FREDERICK COUNTY PARKS AND RECREATION CONTACT: JONATHAN TURKEL PHONE: (540) 722-8300 CIVIL ENGINEER: TIMMONS GROUP 20110 ASHBROOK PLACE, SUITE 100 ASHBURN, VA 20147 CONTACT: OSVALDO RAMOS PHONE: (703) 554-6719 VICINITY MAP SCALE: 1" = 1000' HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88 SHERANDO PARK PARKING LOT EXPANSION SITE PLAN #55-25 OPEQUON MAGISTERIAL DISTRICT 525 & 533 LINE DRIVE STEPHENS CITY, VA 22655 TAX PARCEL 86-A-135 STAKEOUT NOTE PROPOSED ENTRANCES FROM STATE MAINTAINED ROADS WILL BE STAKED BY A LICENSED SURVEYOR REGISTERED IN THE COMMON WEALTH OF VIRGINIA. THE DIRECTOR MAY REQUEST FIELD ASSISTANCE TO IDENTIFY SPECIFIC AREAS OF PROPOSED DEVELOPMENT AS RELATED TO EXISTING SITE CONDITIONS. PLEASE CONTACT TIMMONS GROUP AT 20110 ASHBROOK PLACE SUITE 100, ASHBURN, VA 20147. PHONE (703) 554-6700 NOTICE REQUIRED CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AND OR BLASTING AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) WORKING DAYS PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. NAMES AND TELEPHONE NUMBERS OF POSSIBLE OPERATORS OF UNDERGROUND UTILITY LINES APPEAR BELOW. THESE NUMBERS SHALL ALSO BE USED TO SERVE IN AN EMERGENCY CONDITION. NON-EMERGENCY FREDERICK COUNTY FIRE AND RESCUE / POLICE: (540) 662-6162 (FOR EMERGENCY CALL: 911) MISS UTILITY DIAL 811, OR 1-800-552-7001 BEFORE DIGGING GAS ELECTRIC TELEPHONE WASHINGTON GAS VERIZON RAPPAHANNOCK ELECTRIC CO-OP (844) 927-4427 (800) 552-3904 (800) 256-4646 UTILITY CONTACTS DESIGN AND CONSTRUCTION STANDARDS ·VDOT ROAD AND BRIDGE SPECIFICATIONS: 2016 MISS UTILITY CALL "MISS UTILITY" 48 HOURS PRIOR TO THE START OF EXCAVATION. VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES IN AREA OF CONSTRUCTION PRIOR TO STARTING WORK. THE USE OF A PRIVATE UTILITY LOCATOR MAY BE NEEDED TO ENSURE ALL UTILITIES HAVE BEEN IDENTIFIED. CONTACT THE ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT INDICATED. IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT INDICATED, CALL "MISS UTILITY" AT 1-800-552-7001 (TOLL FREE). CONTRACTOR TO ALSO CALL A PRIVATE UTILITY LOCATOR PRIOR TO CONSTRUCTION. FREDERICK WATER & SEWER (540) 868-1061 APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR ZONING ADMINISTRATOR APPROVAL DATE APPROVAL BLOCK SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE SIGNATURE/DATE RESPONSIBLE LAND DISTURBER INFORMATION PHONE # ADDRESS NAME CERTIFICATE/LICENSE # WATER & SEWER FEMA FLOODPLAIN NOTE A FEMA FLOOD PLAIN IS LOCATED WITHIN THE SUBJECT PARCEL. ASSOCIATED PLANS AND APPLICATIONS SITE PLAN (SP) # 42-17 TOTAL SHEETS ...............................................29 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C0.0-COVR.dwg | Plotted on 2/27/2026 2:41 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 COVER SHEETC0.0 Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C1.0 LEGENDS & SYMBOLS C1.1 GENERAL NOTES & DETAILS C1.2 GENERAL NOTES & DETAILS C2.0 OVERVIEW PLAN C2.1 EXISTING CONDITIONS & SOILS MAP C2.2 DEMOLITION PLAN C3.0 EROSION & SEDIMENT CONTROL PLAN - PHASE I C3.1 EROSION & SEDIMENT CONTROL PLAN - PHASE II C3.2 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.3 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.4 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.5 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.6 EROSION & SEDIMENT CONTROL NOTES & DETAILS C4.0 SITE LAYOUT & GEOMETRY PLAN C5.0 UTILITY & GRADING PLAN C6.0 SWM PRE-DEVELOPMENT DIVIDES C6.1 SWM POST-DEVELOPMENT DIVIDES C6.2 SWM PLAN, NARRATIVE, & COMPUTATIONS C6.3 SWM PRE-DEVELOPMENT COMPUTATIONS C6.4 SWM POST-DEVELOPMENT COMPUTATIONS C6.5 SWM ADEQUATE OUTFALL ANALYSIS C7.0 BMP PRE-DEVELOPMENT MAP C7.1 BMP POST-DEVELOPMENT MAP & NARRATIVE C7.2 VRRM COMPUTATIONS C7.3 SWM-BMP DETAILS C7.4 SWM-BMP DETAILS L1.0 LANDSCAPING PLAN L2.0 LANDSCAPE NOTES AND DETAILS #DETAIL SECTION BUBBLE #.## x.xx A DRAINAGE AREA LABEL XX KEYNOTES #REVISION TRIANGLE XX NAD 83 NORTH ARROW 0 SCALE 1"=10' 20'10'PLAN VIEW GRAPHIC SCALE PROFILE SCALE 0 0 10 1 PROFILE VIEW GRAPHIC SCALE # ADA PARKING SPACE PARKING SPACE COUNT CONCRETE WHEELSTOP SIGN DOUBLE POST SIGN BOLLARD AERIAL UTILITY POLE TV C CABLE TELEVISION MANHOLE CABLE TELEVISION PEDESTAL SATELLITE DISH T T TELECOMM MANHOLE TELECOMM PEDESTAL LIGHT POLE E E ELECTRIC METER ELECTRIC MANHOLE GUY POLE ELECTRIC PEDESTAL GUY ANCHOR S SANITARY SEWER MANHOLE XX SANITARY SEWER CLEANOUT SANITARY MANHOLE IDENTIFICATION WATERLINE PLUG DOUBLE DETECTOR CHECK ASSEMBLY FITTING FIRE HYDRANT ASSEMBLY W WATER MANHOLE WATER METER POST INDICATOR VALVE REDUCER FIRE DEPARTMENT CONNECTION W SPIGOT WATER VALVE WELL NATURAL GAS VALVE STORM SEWER CLEANOUT D STORM SEWER MANHOLE 1-1 STORM SEWER IDENTIFICATION STORM SEWER ENDWALL STORM SEWER WINGWALL STORM SEWER END SECTION DOWNSPOUT SURVEY BENCHMARK LOCATION SURVEY CONTROL POINT SOIL BORING IDENTIFICATION XX EXISTING ADA PARKING AC D EXISTING SIGN EXISTING DOUBLE POST SIGN EXISTING AIR CONDITIONING UNIT EXISTING BOLLARD EXISTING DUMPSTER EXISTING FLAG POLE EXISTING HEADSTONE EXISTING MAILBOX EXISTING LIGHTED BOLLARD U EXISTING AERIAL UTILITY POLE EXISTING UTILITY MANHOLE EXISTING UTILITY VAULT TV C EXISTING CABLE TELEVISION MANHOLE EXISTING CABLE TELEVISION PEDESTAL EXISTING SATELLITE DISH T T EXISTING TELECOMM MANHOLE EXISTING TELECOMM PEDESTAL EXISTING YARD LIGHT EXISTING GROUND LIGHT E EXISTING LIGHT POLE EXISTING ELECTRIC METER EXISTING ELECTRIC MANHOLE EXISTING GUY POLE EXISTING GUY ANCHOR EXISTING ELECTRIC BOX EXISTING SANITARY MANHOLE EXISTING SANITARY CLEANOUT EXISTING SANITARY FLOW DIRECTION W W EXISTING FIRE HYDRANT EXISTING FIRE DEPARTMENT CONNECTION EXISTING SPIGOT EXISTING WATER METER EXISTING WATER MANHOLE EXISTING WATER VALVE EXISTING POST INDICATOR VALVE EXISTING WELL EXISTING GAS METER EXISTING DRIP VALVE EXISTING GAS VALVE D EXISTING STORM MANHOLE EXISTING STORM CATCH BASIN EXISTING DOWNSPOUT EXISTING STORM FLOW DIRECTION EXISTING TRAFFIC SIGNAL POLE TC EXISTING TRAFFIC SIGNAL BOX SV EXISTING SPRINKLER BOX EXISTING SPRINKLER VALVE EXISTING SPRINKLER HEAD CURB INLET REVISION CLOUD CREEK/STREAM CENTERLINE CREAK/STREAM EDGE OF WATER RCA RESOURCE CONSERVATION AREA RPA RESOURCE PROTECTION AREA DITCH CENTERLINE MAJOR DRAINAGE AREA BOUNDARY MINOR DRAINAGE AREA BOUNDARY TIME OF CONCENTRATION FLOODPLAIN X FENCE POND EDGE OF WATER PROPERTY LINE PROPERTY SETBACKS PROPERTY ZONE RAILWAY ROAD CENTERLINE GUARDRAIL EDGE OF GRAVEL SIGHT DISTANCE EDGE OF UNPAVED SURFACE EDGE OF SHRUB EDGE OF TREES MAJOR CONTOUR MINOR CONTOUR 150 149 UD STORM SEWER UNDERDRAIN WETLANDS BOUNDARY OCATV OVERHEAD CABLE TV UCATV UNDERGROUND CABLE TV OFO OVERHEAD FIBER OPTIC UFO UNDERGROUND FIBER OPTIC OHT OVERHEAD TELECOMM UGT UNDERGROUND TELECOMM BAS BUILDING AUTOMATION SYSTEM G NATURAL GAS SERVICE OHP OVERHEAD POWER UGP UNDERGROUND POWER OH P/C OVERHEAD POWER + CABLE OH P/T/C OVERHEAD POWER + TELECOMM + CABLE OH P/T OVERHEAD POWER + TELECOMM OH T/C OVERHEAD TELECOMM + CABLE UG P/C UNDERGROUND POWER + CABLE UG P/T/C UNDERGROUND POWER + TELECOMM + CABLE UG P/T UNDERGROUND POWER + TELECOMM UG T/C UNDERGROUND TELECOMM + CABLE FM SANITARY SEWER FORCE MAIN SAN SANITARY SEWER PIPE 6''SAN SANITARY SEWER PIPE WITH SIZE W WATER SERVICE F FIRE PROTECTION SERVICE 6''W WATER SERVICE WITH SIZE 6''F FIRE PROTECTION SERVICE WITH SIZE CHWR CHILLED/HOT WATER RETURN CHWS CHILLED/HOT WATER SERVICE CWR CHILLED WATER RETURN CWS CHILLED WATER SERVICE HWR HOT WATER RETURN HWS HOT WATER SERVICE EXISTING CREEK/STREAM CENTERLINE EXISTING DITCH CENTERLINE EXISTING FLOODPLAIN EXISTING INUNDATION ZONE EXISTING POND EDGE OF WATER EXISTING STORM SEWER PIPE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 150 149 X X EXISTING FENCE EXISTING EDGE OF SHRUB EXISTING EDGE OF TREES EXISTING ADJOINING PROPERTY LINE EXISTING PROPERTY LINE EXISTING PROPERTY LOTS EXISTING PROPERTY SETBACKS EXISTING RAILWAY EXISTING RIGHT-OF-WAY EXISTING EDGE OF ASPHALT EXISTING ROAD CENTERLINE EXISTING GUARDRAIL EXISTING EDGE OF GRAVEL EXISTING EDGE OF UNPAVED SURFACE UFO FIBER OPTIC PAINT MARKING OFO EXISTING OVERHEAD FIBER OPTIC UGT TELECOMM PAINT MARKING OHT EXISTING OVERHEAD TELECOMM G NATURAL GAS SERVICE PAINT MARKING UGP POWER PAINT MARKING OHP EXISTING OVERHEAD POWER SANITARY SEWER PAINT MARKINGSAN EXISTING SANITARY SEWER PIPE WITH SIZE6'' SAN UNKNOWN UTILITY PAINT MARKINGUTL WATER SERVICE PAINT MARKINGW EXISTING WATER SERVICE WITH SIZE6'' W CIVIL SYMBOL LEGEND CIVIL LINETYPE LEGEND A AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS A/C UNIT AIR CONDITIONING UNIT ACP ASBESTOS CONCRETE PIPE ADA AMERICANS WITH DISABILITIES ACT ADJ ADJACENT ADV ADVANCE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APPR APPROXIMATE APPROX APPROXIMATE ARCH ARCHITECT or ARCHITECTURAL ASSY ASSEMBLY ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AT/FP ANTI-TERRORISM / FORCE PROTECTION AWWA AMERICAN WATER WORKS ASSOCIATION B BC BACK OF CURB BFF BELOW FINISHED FLOOR BFG BELOW FINISHED GRADE BFP BACKFLOW PREVENTOR BL BASE LINE BLDG BUILDING BM BENCHMARK BMP BEST MANAGEMENT PRACTICE BOV BLOW OFF VALVE BV BUTTERFLY VALVE BW BOTTOM OF WALL C CATV CABLE TELEVISION CBR CALIFORNIA BEARING RATIO CG CURB AND GUTTER CHH COMMUNICATION HANDHOLE CI CAST IRON CL CLASS CLF CHAINLINK FENCE CMP CORRUGATED METAL PIPE CO CLEAN OUT COE CORPS OF ENGINEERS COMM COMMUNICATIONS CONC CONCRETE CONN CONNECTION CY CUBIC YARD D DEPT DEPARTMENT DET DETAIL DEQ VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY DI DROP INLET DIA DIAMETER DIP DUCTILE IRON PIPE DIR DIRECTION DMH DOGHOUSE MANHOLE DNE DO NOT ENTER DOM DOMINION VIRGINIA POWER DR DRIVE DS DOWNSPOUT DVP DOMINION VIRGINIA POWER DWG DRAWING E E ELECTRIC EA EACH EG EXISTING GRADE EHH ELECTRIC HANDHOLE EL ELEVATION ELEC ELECTRIC ELEV ELEVATION EMH ELECTRIC MANHOLE EOI END OF INFORMATION EP EDGE OF PAVEMENT EPA UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EQ EQUAL ESMT EASEMENT EUE EXISTING UNDERGROUND ELECTRIC EUT EXISTING UNDERGROUND TELEPHONE EW EXISTING WATER EX EXISTING E&SC EROSION AND SEDIMENT CONTROL F FC FACE OF CURB FDC FIRE DEPARTMENT CONNECTION FEV FUEL EFFICIENT VEHICLES FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FH FIRE HYDRANT FL FIRE LANE FL FLOW LINE FT FOOT FVO FIRE VEHICLES ONLY G G GAS GIS GEOGRAPHIC INFORMATION SYSTEM GM GAS METER GND GROUND GPIN GEOGRAPHIC PARCEL IDENTIFICATION NUMBER GPS GLOBAL POSITION SYSTEM GRVL GRAVEL GTI GRATE TOP INLET GTS GAS TEST STATION GV GATE VALVE H HD HEAVY DUTY HDPE HIGH DENSITY POLYETHYLENE HH HANDHOLE HORIZ HORIZONTAL HOV HIGH OCCUPANCY VEHICLES HP HIGH POINT I IBC INTERNATIONAL BUILDING CODE ID INTERNAL DIAMETER IFC INTERNATIONAL FIRE CODE INV INVERT IPC INTERNATIONAL PLUMBING CODE ISO INSURANCE SERVICES OFFICE, INC L LD LIGHT DUTY LF LINEAR FEET LOC LOCATION LOC LIMITS OF CONSTRUCTION LOD LIMITS OF DISTURBANCE LOW LIMITS OF WORK LP LOW POINT M MAX MAXIMUM MECH MECHANICAL MG MATCH GRADE MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES N NAD NORTH AMERICAN DATUM NAVD NORTH AMERICAN VERTICAL DATUM N/F NOW OR FORMERLY NFF NEEDED FIRE FLOW NIC NOT IN CONTRACT NO NUMBER NPZ NO PARKING ZONE NTS NOT TO SCALE NWI NATIONAL WETLANDS INVENTORY O OC ON CENTER OD OUTSIDE DIAMETER OHE OVERHEAD ELECTRIC OHP OVERHEAD POWER OHT OVERHEAD TELEPHONE OS&Y OUTSIDE STEM AND YOKE OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OVHD OVERHEAD P PB PLAT BOOK PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PCC PORTLAND CEMENT CONCRETE PED PEDESTAL PG PAGE PH PHASE PI POINT OF INTERSECTION PIV POST INDICATOR VALVE PL PROPERTY LINE POA POINT OF ANALYSIS POI POINT OF INTEREST PP POWER POLE PRC POINT OF REVERSE CURVATURE PRV PRESSURE REDUCING VALVE PT POINT OF TANGENT PVC POLYVINYL CHLORIDE PIPE PVMT PAVEMENT PWR POWER Q QLx QUALITY LEVEL [A, B, C, D] R RCA RESOURCE CONSERVATION AREA RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REQ REQUIRED RJ RESTRAINED JOINT RMA RESOURCE MANAGEMENT AREA ROW RIGHT-OF-WAY RPA RESOURCE PROTECTION AREA RPZ REDUCED PRESSURE ZONE S S SLOPE SAN SANITARY SEWER SCH SCHEDULE SDR STANDARD DIMENSION RATIO SF SILT FENCE SF SQUARE FEET SMH STANDARD MANHOLE SPT SPOT GRADE STA STATION STD STANDARD STM STORM STMH STORM SEWER MANHOLE SUE SUBSURFACE UTILITY EXPLORATION SWK SIDEWALK SWL SWALE SY SQUARE YARDS T T TELEPHONE / TELECOMM TB TOP OF BOX TBD TO BE DETERMINED TBM TELEPHONE BENCHMARK TBR TO BE REMOVED TBRL TO BE RELOCATED TC TOP OF CURB TCM TELECOMMUNICATIONS MANHOLE TCP TERRACOTTA CLAY PIPE TEL TELEPHONE THH TELEPHONE HANDHOLE TMH TELEPHONE MANHOLE TP TREE PROTECTION TRANS TRANSFORMER TW TOP OF WALL TYP TYPICAL U UG UNDERGROUND UGE UNDERGROUND ELECTRIC UGP UNDERGROUND POWER UNK UNKNOWN UNO UNLESS NOTED (INDICATED) OTHERWISE UTL UTILITY V VAR VARIABLE VCP VITRIFIED CLAY PIPE VDH VIRGINIA DEPARTMENT OF HEALTH VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION VEPCO VIRGINIA ELECTRIC POWER COMPANY VERT VERTICAL VESCH VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK W W WATER W/WITH W/L WATERLINE WAT WATER WLK WALKWAY WM WATER METER WUS WATERS OF THE US WV WATER VALVE X X-ING CROSSING SYMBOLS Ø DIAMETER ≈APPROXIMATELY EQUAL ≠NOT EQUAL ±PLUS/MINUS ℄CENTERLINE ⅊PROPERTY LINE Δ DELTA ANGLE @ AT CIVIL ABBREVIATIONS DROP INLET / GRATE TOP INLET TREE (SYMBOL VARIES) STORM PIPE COLUMN GRID AND IDENTIFICATION [REFER TO ARCHITECTURAL DRAWINGS]33 SECURITY FENCE SLOPE % TAG GRADE TAG -5.00% 2.5:1 SPOT DESCRIPTION SPOT ELEVATION EXISTING GRADE SPOT ELEVATIONSWK 389.84' EX +/- 389.84' EXISTING TREE EXISTING SHRUB S LEGENDS & SYMBOLSC1.0 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C1.0-NTDT.dwg | Plotted on 2/27/2026 1:07 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 STORM SEWER CONSTRUCTION NOTES 1.ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WHERE APPLICABLE TO THE CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. 2.ALL CONCRETE SHALL BE CLASS A3 IF CAST IN PLACE, CLASS A4 IF PRECAST. 3.MANHOLES AND DROP INLETS SHALL BE CONSTRUCTED FROM INVERT TO TOP AS FOLLOWS: A.MANHOLES TO EIGHT FEET DEEP. ·BLOCK CONSTRUCTION - MINIMUM EIGHT INCH WALLS. ·POURED IN PLACE CONCRETE - MINIMUM EIGHT INCH WALLS AND NONREINFORCED. ·PRECAST - MINIMUM EIGHT INCH WALLS IN CONJUNCTION WITH PRECAST THROAT AND PRECAST BASE SLAB. ·PRECAST. B.MANHOLES OVER EIGHT FEET DEEP. ·PRECAST. ·POURED IN PLACE REINFORCED CONCRETE. ·SPECIAL DESIGN, I.E., BENDS, PRECAST TEES, PRECAST BOXES, WYES. 4.ROOF DRAINS SHALL BE CONSTRUCTED AS FOLLOWS: A.ALL INDIVIDUAL BUILDING DOWNSPOUTS, FOUNDATION DRAINS, AND RETAINING WALL DRAINAGE ARE TO BE TIED INTO THE ROOF DRAIN COLLECTOR SYSTEM OR DIRECTLY INTO THE STORM SEWER SYSTEM OR AT A FACE OF CURB OR AS INDICATED ON THE UTILITY PLAN. B.THE ROOF DRAIN COLLECTOR SYSTEM SHALL BE SMOOTH-LINED, CORRUGATED POLYETHYLENE PIPE (HANCOR HI-Q OR APPROVED EQUAL) LAID AT A MINIMUM SLOPE OF 1.04%. C.PIPES CONNECTING TO INDIVIDUAL DOWNSPOUTS SHALL BE 6". ALL OTHER DRAIN PIPES SHALL BE SIZED AS INDICATED. D.CLEANOUTS SHALL BE PROVIDED AS SHOWN ON THE PLANS AND AS REQUIRED BY THE LOCAL BUILDING CODE. CLEANOUTS SHALL BE PLACED AFTER EACH DOWNSPOUT CONNECTION. E.CONNECTIONS INTO CONCRETE PIPES SHALL BE MADE WITH "INSERTA TEE" TYPE CONNECTORS. F.THE CONTRACTOR SHALL MAKE PROVISIONS TO MAINTAIN ADEQUATE OUTFALL FOR EXISTING ROOF DRAINS DURING CONSTRUCTION. 5.DROP INLETS AND CURB INLETS SHALL HAVE STEPS. THE MAXIMUM DIMENSION FROM FINISH GRADE TO THE FIRST STEP IN THE INLET SHALL NOT EXCEED THREE FEET. 6.UNLESS STATED ON THE APPROVED PLANS, SYMMETRICAL CHANNELS SHALL BE PERFORMED IN THE INVERT OF ALL STRUCTURES ACCORDING TO VDOT STANDARDS IS-1 TO PREVENT STANDING OR PONDING OF WATER. 7.IF BLOCK CONSTRUCTION IS USED, THE INSIDE AND OUTSIDE WALLS, AS THEY ARE LAID, SHALL BE PLASTERED WITH MORTAR A MINIMUM OF 1/2" THICK. 8.ALL PRECAST DROP INLETS, CURB INLETS AND MANHOLES SHALL CONFORM TO ASTM C-478. 9.VDOT INLETS, WHERE PIPE SIZE IS LARGER THAN 48 INCHES I.D., REQUIRE A SPECIAL DESIGN. IN CASE OF SPECIAL DESIGN INLETS THAT DEVIATE FROM THE STANDARD, THE PRECAST MANUFACTURER OR DESIGN ENGINEER MUST SUBMIT FIVE COPIES OF DETAIL DRAWINGS TO VDOT FOR PROPER APPROVAL. 10.THE OPENING IN PRECAST STORM SEWER STRUCTURES FOR ALL SIZE PIPE SHALL BE A MINIMUM OF FOUR INCHES AND A MAXIMUM OF SIX INCHES LARGER THAN THE OUTSIDE DIAMETER OF THE PIPE. 11.THE "H" DIMENSIONS SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF OUTFALL PIPE TO THE TOP OF THE STRUCTURE. 12.TWO (2) INCH DEEP HOLES SHALL BE PROVIDED IN ENDWALL WHERE DIRECTED BY THE INSPECTOR. 13.ALL PIPES ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 14.ALL FILL ABOVE AND BENEATH SEWER PIPES AND WATERLINES IS TO BE CONTROLLED FILL OR BETTER. CONTROLLED FILLS MUST BE COMPACTED TO 100% DENSITY AS DETERMINED BY AASHTO T99 OR ASTM d-698. DENSITY MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. CONTROLLED FILLS SHALL BE COMPACTED IN EIGHT-INCH LIFTS (LOOSE THICKNESS) TO THE SPECIFIED DENSITY, BEGINNING FROM THE EXISTING GROUND SURFACE, UNLESS OTHERWISE APPROVED IN WRITING BY A QUALIFIED SOILS ENGINEER. 15.ALL FILL BENEATH MANHOLES IS TO BE SELECT FILL. SELECT FILL MATERIAL SHALL CONSIST OF #67 OR #78 STONE AND MUST BE COMPACTED TO 100% DENSITY AS DETERMINED BY AASHTO T99 OR ASTM d-698. DENSITY MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. SELECT FILLS SHALL BE COMPACTED IN EIGHT-INCH LIFTS (LOOSE THICKNESS) TO THE SPECIFIED DENSITY, BEGINNING FROM THE EXISTING GROUND SURFACE, UNLESS OTHERWISE APPROVED IN WRITING BY A QUALIFIED SOILS ENGINEER. SITE INFORMATION: 1.THIS SITE PLAN PROPOSES THE DEVELOPMENT OF A PARKING LOT EXPANSION WITH ASSOCITED SITE AMENITIES SUCH AS STORM UTILITIES. 2.THE SUBJECT SITE SHOWN HEREON IS LOCATED IN THE OPEQUON DISTRICT, FREDERICK COUNTY PID #25621, TAX MAP 86/ A/ 135/ /. THE OWNER OF RECORD IS FREDERICK COUNTY VA. 3.THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF JEFFREY A. SMERALDO FROM AN ACTUAL GROUND SURVEY MADE UNDER HIS SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED ON THE FOLLOWING DATE: OCTOBER 2025. GENERAL CONTRACTOR MUST PERFORM HIS TOPOGRAPHICAL SURVEY BEFORE STARTING ANY DEMOLISHING OR DISTURBANCES/EXCAVATION WORKS TO CONFIRM ELEVATIONS AND QUANTITIES. 4.EXISTING UTILITIES HAVE BEEN FIELD LOCATED IN THE IMMEDIATE AREA OF THE PROPOSED SITE. OTHER UTILITIES ARE SHOWN FOR REFERENCE ONLY PER RECORD PLAN BY OTHERS. 5.SOILS INFORMATION SHOWN HEREON IS TAKEN FROM DIGITAL MAPS PROVIDED BY FREDERICK COUNTY GIS AND IS ON SHEET C2.1. 6.SEDIMENT & EROSION CONTROL WILL BE PROVIDED IN ACCORDANCE WITH THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK VERSION 1.1. 7.THERE ARE NO KNOWN FEDERAL OR STATE PERMITS OR CONDITIONS THAT LIMIT DEVELOPMENT OF THE PROPERTY. THERE ARE NO MAJOR OR MINOR FLOODPLAINS LOCATED WITHIN THE PROJECT AREA. 8.THERE ARE NO WETLANDS WITHIN THE PROJECT LIMITS. 9.THE PROPERTY CONTAINS NO KNOWN HAZARDOUS OR TOXIC SUBSTANCES AS SET FORTH IN THE TITLE 40, CODE OF FEDERAL REGULATIONS PARTS 116.4, 302.4, AND 355 OR IN VIRGINIA DEPARTMENT OF WASTE MANAGEMENT REGULATIONS. 10.AS PER VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION MAP TITLED "GENERAL LOCATION AREAS OF NATURAL HERITAGE RESOURCES" SHOWS NO FEDERAL OR STATE THREATENED OR ENDANGERED SPECIES. 11.THERE ARE NO KNOWN HISTORIC ARCHITECTURE OR ARCHAEOLOGICAL SITES ON THE SUBJECT PROPERTY. 12.THE PROPERTY CONTAINS NO KNOWN GRAVES, OBJECT, OR STRUCTURES MARKING BURIAL PLACES AS DETERMINED BY VISUAL INSPECTION. 13.THERE IS A KNOWN FLOODPLAIN ON THE PROPERTY THAT IS THE SUBJECT OF THIS APPLICATION. THE CURRENT FLOOD INSURANCE RATE MAP (FIRM) OF FREDERICK COUNTY COMMUNITY PANEL NUMBER FOR THE PROPERTY THAT IS THE SUBJECT OF THIS APPLICATION IS 51069C0350E, EFFECTIVE JANUARY 29, 2021. 14.THE SITE WILL BE DEVELOPED UNDER THE STATE OF VIRGINIA DIVISION OF ENGINEERING AND BUILDINGS DESIGN AND PROCUREMENT GUIDELINES OUTLINED IN CHAPTER 6 OF THE CONSTRUCTION AND PROFESSION SERVICES MANUAL FOR THE COMMONWEALTH OF VIRGINIA. 15.ALL APPLICABLE STATE AND FEDERAL PERMITS SHALL BE OBTAINED PRIOR TO DISTURBANCES WITHIN JURISDICTIONAL WATERS AND WETLANDS. 16.THERE ARE STEEP SLOPES SURROUNDING THE PROJECT AREA ON THE PROPERTY BASED ON THE TOPOGRAPHIC ANALYSIS USING 1-FOOT CONTOURS. 17.THE PARCEL IS WITHIN THE LONG RANGE LAND USE AREA OF THE FREDERICK COUNTY COMPREHENSIVE PLAN. GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARDS SET FORTH IN THE LATEST VERSION OF THE VIRGINIA STORM WATER MANAGEMENT HANDBOOK, VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS, AND WATER AND SEWER STANDARDS AND SPECIFICATIONS FOR FREDERICK WATER. 1.THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. IN THE CASE OF A CONFLICT, DISAGREEMENT, OR AMBIGUITY, PROVIDE THE BETTER QUALITY. IN THE CASE OF A CONFLICT, DISAGREEMENT, OR AMBIGUITY, PROVIDE THE GREATER QUANTITY OF WORK 2.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING (ON-SITE) AND REFERENCING DETAIL MANUALS FOR THE ABOVE-LISTED AGENCIES FOR ALL CONTRACT WORK. THE CONTRACTOR SHALL NOTIFY THE CIVIL ENGINEER PRIOR TO CONSTRUCTION IF CONFLICTS OR DISCREPANCIES ARISE BETWEEN THE APPROVED CDs AND AGENCY DETAILS AND MANUALS. 3.ALL FILL, MUST BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT OR PER THE VDOT ROAD SPECIFICATIONS IF WITHIN THE RIGHT-OF-WAY. 4.SIDEWALKS AND TRAILS SHALL BE CONSTRUCTED ON A SUBGRADE COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT (AASHTO T-99). 5.CALL "MISS UTILITY" 48 HOURS PRIOR TO THE START OF EXCAVATION. VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES IN AREA OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT THE ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT INDICATED. IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT INDICATED, CALL "MISS UTILITY" AT 811 OR 1-800-552-7001 (TOLL FREE). 6.ACQUIRE ANY AND ALL NECESSARY CONSTRUCTION PERMITS REQUIRED TO COMPLETE THE SITE WORK AND FURNISH COPIES TO THE OWNER. ANY WORK DONE WITHIN THE VDOT RIGHT-OF-WAY REQUIRES A VDOT PERMIT. 7.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 8.ALL WORK SHALL BE SUBJECT TO INSPECTION BY DESIGNATED FREDERICK COUNTY, FREDERICK WATER, AND VDOT STAFF. NOTIFY THE CHIEF INSPECTOR 48 HOURS PRIOR TO START OF WORK. 9.REFER TO ARCHITECTURAL / ELECTRICAL DRAWINGS FOR ROUTING OF UNDERGROUND WIRING FOR SITE LIGHTING. 10.IN ACCORDANCE WITH HANDICAP ACCESSIBILITY REQUIREMENTS, COMPLY WITH THE 2010 EDITION ADA-AG CODES AND REQUIREMENTS FOR ACCESSIBILITY FOR DISABLED PERSONS. 11.DRAIN ALL DISTURBED AREAS TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 12.ALL PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURES. 13.BURNING OF CONSTRUCTION OR DEMOLITION MATERIALS IS NOT PERMITTED ON SITE. 14.THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE OWNER OF COMPLYING WITH OTHER APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. 15.ALL TEST PITS SHALL BE PERFORMED 10 DAYS PRIOR TO CONSTRUCTION AND ANY DISCREPANCY IN THE RESULTS FORWARDED TO THE ENGINEER FOR A REDESIGN. SUCH REDESIGNS ARE SUBJECT TO OWNER APPROVAL. 16.ALL UTILITIES MUST BE UNDERGROUND. 17.CONTROLLED FILLS: A.CONTROLLED COMPACTION SHALL OCCUR IN ALL FILL SECTIONS FOR PAVEMENTS, TRENCHES FOR UTILITIES, AND IN ANY AREA DESIGNATED ON THE DRAWINGS. B.CONTROLLED FILLS MUST BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. DENSITY MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. C.CONTROLLED FILLS SHALL BE COMPACTED IN EIGHT (8) INCH LIFTS (LOOSE THICKNESS) TO THE SPECIFIED DENSITY. BEGINNING FROM THE EXISTING GROUND SURFACE. UNLESS OTHERWISE APPROVED IN WRITING BY A QUALIFIED SOILS ENGINEER. D.THE SURFACE AREA DIRECTLY BENEATH AREAS TO RECEIVE CONTROLLED FILLS OF LESS THAN FIVE (5) FEET IS TO BE DENUDED OF ALL VEGETATION AND SCARIFIED AND COMPACTED TO A DEPTH OF SIX (6) INCHES TO THE SAME DENSITY AS THE CONTROLLED FILL TO BE PLACED THEREON. VDOT STANDARD CONSTRUCTION NOTES 1.METHODS AND MATERIALS USED SHALL CONFORM TO CURRENT COUNTY AND VDOT STANDARDS AND SPECIFICATIONS. 2.ALL UTILITIES, INCLUDING ALL POLES, ARE TO BE RELOCATED AT THE CONTACTOR'S EXPENSE. COORDINATION IS THE RESPONSIBILITY OF THE CONTRACTOR. 3.OPEN CUTTING OF PAVED OR SURFACE TREATED VDOT ROADS IS NOT PERMITTED. ALL UTILITIES WHICH WILL BE PLACED UNDER EXISTING STREETS ARE TO BE BORED OR JACKED. ANY EXCEPTIONS, DUE TO EXTENUATING CIRCUMSTANCES, ARE TO BE ADDRESSED AT THE PERMIT STAGE AND APPROVED BY THE OWNER. 4.THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR CONTIGUOUS TO THE EXISTING RIGHT OF WAY. 5.A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO NEW EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND /OR THE PONDING OF ANY WATER IN THE ROADWAY. 6.STANDARD GUARDRAILS AND/OR HANDRAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS DESIGNATED DURING FIELD REVIEW BY OWNERS INSPECTOR OR VDOT. 7.THE CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. THE CONTRACTOR SHALL SUBMIT A SIGNING, STRIPING AND/OR SIGNALIZATION PLAN TO THE VDOT LAND DEVELOPMENT SECTION A MINIMUM OF THIRTY DAYS PRIOR TO PERMIT APPLICATION. THE DEVELOPER SHALL NOT COMMENCE CONSTRUCTION OF ANY PAVEMENT COURSE WITHOUT AN APPROVED STRIPING PLAN. 8.CBR TEST SHALL BE PERFORMED PRIOR TO DETERMINATION OF FINAL SUBGRADE ELEVATION. SUBGRADE DEPTH IS BASED ON A CBR VALUE OF FOUR (4) UNLESS OTHERWISE NOTED. SOILS TEST OF SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED SUBBASE THICKNESS PRIOR TO CONSTRUCTION. ALL SUBGRADE TO BE COMPACTED TO 95% DENSITY AT 2% OF OPTIMUM MOISTURE CONTENT PER AASHTO-T99 METHOD. FINAL PAVEMENT DESIGN BASED ON THE ACTUAL CBR VALUES SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO INSTILLATION. 9.A 4" (MIN.) LAYER OF STONE IS REQUIRED BENEATH CURB AND GUTTER. 10.ADDITIONAL DITCH LININGS OR SILTATION AND EROSION CONTROL MEASURES SHALL BE PROVIDED, AT THE OWNER'S EXPENSE, AS DETERMINED NECESSARY BY VDOT AND/OR DCR DURING FIELD REVIEW. 11.OVERLAY OF EXISTING PAVEMENT SHALL BE MINIMUM OF 1.5" DEPTH; ANY COSTS ASSOCIATED WITH PAVEMENT OVERLAY, OR THE MILLING OF EXISTING PAVEMENT TO OBTAIN REQUIRED DEPTH, SHALL BE ASSUMED BY THE CONTRACTOR. 12.OWNER IS RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION WHICH WILL BE NECESSARY AS A RESULT OF DEVELOPMENT OF THIS SITE. 13.ALL RIGHT OF WAY DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. 14.THE CONTRACTOR SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE RIGHT OF WAY THAT DO NOT QUALIFY FOR VDOT MAINTENANCE. 15.TRAFFIC CONTROL DEVICES OR ADVISORY SIGNS, SUCH AS MULTIWAY STOPS, SPEED LIMITS, DEAF CHILD, CHILDREN AT PLAY, ETC., SHALL NOT BE INSTALLED UNLESS SPECIFICALLY SHOWN ON THESE PLANS OR A VDOT APPROVED REVISION. SHOULD UNAPPROVED SIGNS BE NOTED AT THE TIME OF VDOT INSPECTION, THE ROAD ACCEPTANCE PROCESS SHALL BE TERMINATED IMMEDIATELY AND NOT RECOMMENDED UNTIL A DETERMINATION IS MADE REGARDING THE APPROVAL OF ANY ADDITIONAL SIGNS. IMMEDIATE REMOVAL OF SUCH SIGNS SHALL NOT NEGATE FOR THE SUBMISSION OF A REVISION. 16.LANDSCAPING AND IRRIGATION SYSTEMS SHALL NOT BE INSTALLED WITHIN THE PUBLIC RIGHT OF WAY EXCEPT AS SHOWN ON THESE PLANS OR A VDOT APPROVED REVISION. MATERIAL NOTES: 1.CORRUGATED PLASTIC PIPE (SMOOTH-BORED) FOR ROOF DRAINS SHALL BE ASTM F 405 OR AASHTO M 252 FOR 10" AND SMALLER, AND RCP FOR 12" AND LARGER. REFER TO VDOT STD. PB-1 FOR BEDDING DETAILS FOR CORRUGATED PLASTIC PIPE. 2.ALL CONCRETE PIPE SHALL BE CLASS III. REFER TO VDOT SPECIFICATIONS. REFER TO VDOT STD. PB-1 FOR BEDDING DETAILS. 3.ALL PVC PLASTIC SANITARY SEWER PIPE SHALL BE AWWA C-900/905, DR-25. 4.ALL WATERLINES LARGER THAN 4" SHALL BE DIP CLASS 52. 5.ALL WATER SERVICE PIPE LESS THAN 4" FOR CONNECTION FROM THE MAIN TO THE METER SHALL BE TYPE "K" COOPER. 4" WATER SERVICE PIPE SHALL BE DIP CLASS 52. 6.ALL MANHOLES SHALL BE OF WATER TIGHT CONSTRUCTION AND TESTED IN PLACE PER VIRGINIA WATERWORKS REGULATIONS 12 VAC 5-590-1150. 132C, PAGE 146, DATED NOVEMBER 15, 1995. VDOT GENERAL NOTES 1.THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF (SELECT ONE): VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR 24VAC-30-92 EFFECTIVE FEBRUARY 1, 2012 AND VDOT ROAD DESIGN MANUAL APPENDIX B1). VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR 24VAC-30-92 EFFECTIVE FEBRUARY 1, 2012 AND VDOT ROAD DESIGN MANUAL APPENDIX B2 AS APPROVED FOR USE IN DESIGNATED HIGH DENSITY DEVELOPMENT AREAS). VDOT ROAD DESIGN MANUAL APPENDIX C, RURAL AND URBAN GEOMETRIC DESIGN STANDARDS EFFECTIVE AT THE TIME OF VDOT RECOMMENDED PLAN APPROVAL; LIST STANDARD USED: GS-______. 2.VDOT APPROVED EXCEPTIONS/WAIVERS (MUST BE INCORPORATED IN THE PLAN): ·ACCESS MANAGEMENT - DATE OF APPROVAL: ______________ ·SSAR- DATE OF APPROVAL: ______________ ·DESIGN WAIVER - DATE OF APPROVAL: ______________ ·OTHER______________ DATE OF APPROVAL: ______________ 3.SSAR CONNECTIVITY SUMMARY (PROVIDE A CHECK MARK ✓ WHERE APPLICABLE OR WRITE N/A): ·CONNECTIONS IN MULTIPLE DIRECTIONS (FIRST CONNECTION MUST BE TO A VDOT MAINTAINED ROAD, THE SECOND CONNECTION MAY EITHER BE TO A VDOT ROAD OR TO A STUB OUT) ·STUB OUT CONNECTION (THE PROP. RIGHT OF WAY TERMINATES AT PARCEL ABUTTING THE DEVELOPMENT AND CONSISTS OF A SHORT SEGMENT THAT IS INTENDED TO SERVE CURRENT AND FUTURE DEVELOPMENT; THE APPLICANT MUST VERIFY THAT CONNECTION WITH A FUTURE STREET IS FEASIBLE) ·NETWORK ADDITIONS PROVIDING DIRECT ACCESS TO (I) MORE THAN 200 DWELLING UNITS OR (II) LOTS WHOSE TRIP GENERATION IS EXPECTED TO BE OVER 2,000 VPD MAY BE ACCEPTED INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS IF THE NETWORK ADDITION PROVIDES AN ADDITIONAL EXTERNAL CONNECTION BEYOND THAT REFERENCED ABOVE. 4.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. 5.ALL RIGHT OF WAY DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. 6.ALL UTILITIES, INCLUDING ALL POLES, ARE TO BE RELOCATED AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 7.THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR CONTIGUOUS TO EXISTING RIGHT OF WAY. 8.OPEN CUTTING OF PAVED OR SURFACE TREATED ROADS IS NOT PERMITTED. ALL UTILITIES WHICH WILL BE PLACED UNDER EXISTING STREETS ARE TO BE BORED OR JACKED. ANY EXCEPTIONS, DUE TO EXTENUATING CIRCUMSTANCES, ARE TO BE ADDRESSED AT THE PERMIT STAGE. 9.THE PAVEMENT DESIGN IS BASED ON AN ASSUMED CBR VALUE OF 10. SOIL TESTS OF SUBGRADE MUST BE SUBMITTED FOR THE ACTUAL DETERMINATION OF THE REQUIRED THICKNESS OF THE PAVEMENT INCLUDING LAYERS OF ASPHALT AND SUBBASE PRIOR TO SUBBASE PLACEMENT. 10.PAVEMENT DESIGN SHALL BE PROVIDED IN ACCORDANCE WITH THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. FOR PRIMARY ROADS AND INTERSTATE HIGHWAYS WHERE TRUCK TRAFFIC EXCEEDS 5%, PAVEMENT DESIGN SHALL BE PROVIDED IN ACCORDANCE WITH AASHTO GUIDELINES. TYPICAL PAVEMENT SECTIONS SHALL DEPICT THE TOP 6” OF THE SUBGRADE IMMEDIATELY UNDER THE PAVEMENT STRUCTURE COMPACTED TO 100% OF THE THEORETICAL MAXIMUM DRY DENSITY. 11.ALL UNTREATED AGGREGATE USED IN BASE OR SUBBASE COURSES SHALL BE 21B, EXCEPT ON ROADS WITH AN ADT OF 1000 VPD OR LESS, WHERE 21A AGGREGATE MAY BE USED. WHEN 21B AGGREGATE IS USED, UD-4 UNDERDRAINS MUST BE PROVIDED. 12.A 4” (MIN.) LAYER OF STONE IS REQUIRED BENEATH CURB AND GUTTER (MAY BE SHOWN ON TYPICAL SECTION IN LIEU OF A NOTE). 13.THE ENTIRE SURFACE OF THE ROADWAY (OLD AND NEW PORTIONS) SHALL BE OVERLAID AND RE-STRIPED AS REQUIRED BY VDOT PERSONNEL. OVERLAY OF EXISTING PAVEMENT SHALL BE A MINIMUM OF 1.25” DEPTH; ANY COSTS ASSOCIATED WITH PAVEMENT OVERLAY, OR THE MILLING OF EXISTING PAVEMENT TO OBTAIN REQUIRED DEPTH, SHALL BE ASSUMED BY THE DEVELOPER. 14.A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING OF ANY WATER IN THE ROADWAY. 15.ASPHALT PAVEMENT WIDENING SHALL CONFORM TO VDOT STANDARD WP-2. 16.ANY TYPE OF REVERSE CURB (SPILL CURB, CG-6R, ETC.) AND TRANSITION TO THESE CURBS SHALL NOT BE USED WITHIN THE PUBLIC RIGHT OF WAY. 17.THE COUNTY/TOWN SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS/CROSSWALKS WITHIN THE RIGHT OF WAY THAT DO NOT QUALIFY FOR VDOT MAINTENANCE. 18.ADDITIONAL DITCH LININGS OR SILTATION AND EROSION CONTROL MEASURES SHALL BE PROVIDED, AT THE DEVELOPER'S EXPENSE, AS DETERMINED NECESSARY BY VDOT AND/OR THE COUNTY/TOWN DURING FIELD REVIEW. ALL COSTS SHALL BE ASSUMED BY THE DEVELOPER. 19.STANDARD GUARDRAILS AND/OR HANDRAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS DESIGNATED DURING FIELD REVIEW BY THE COUNTY/TOWN INSPECTOR OR VDOT. 20.A LANDSCAPING AND IRRIGATION SYSTEMS PLAN SHALL BE SUBMITTED FOR VDOT APPROVAL PRIOR TO INSTALLING ANY LANDSCAPING AND IRRIGATION SYSTEMS WITHIN THE PUBLIC RIGHT OF WAY. 21.FLOWERS, SHRUBS, TREES, AND IRRIGATION SHALL NOT BE PLACED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS WITHOUT AN APPROVED SET OF PLANS AND AN APPROVED PLANTING AGREEMENT. NO IRRIGATION (SPRINKLER) SYSTEMS, BRICK COLUMNS, END WALLS, AND/OR BRICK MAILBOXES WILL BE CONSTRUCTED OR INSTALLED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS WITHOUT A PERMIT. ANY OF THE ABOVE ITEMS FOUND IN THE RIGHT OF WAY WITHOUT A PERMIT WILL BE REMOVED, AND ALL COSTS OF THE REMOVAL WILL BE BORNE BY THE OWNER AND/OR DEVELOPER. 22.TRAFFIC CONTROL DEVICES OR ADVISORY SIGNS, SUCH AS MULTIWAY STOPS, SPEED LIMITS, WATCH FOR CHILDREN, PEDESTRIAN TRAFFIC ETC., SHALL NOT BE INSTALLED UNLESS SPECIFICALLY APPROVED BY VDOT TRAFFIC ENGINEERING SECTION. SHOULD UNAPPROVED SIGNS BE NOTED AT THE TIME OF VDOT INSPECTION, THE ROAD ACCEPTANCE PROCESS SHALL BE TERMINATED IMMEDIATELY AND NOT RECOMMENCED UNTIL A DETERMINATION IS MADE REGARDING THE APPROVAL OF ANY ADDITIONAL SIGNS. IMMEDIATE REMOVAL OF SUCH SIGNS SHALL NOT NEGATE THE NEED FOR THE SUBMISSION OF A REVISION. 23.A SPEED STUDY CERTIFIED BY A PROFESSIONAL ENGINEER SHALL BE SUBMITTED FOR VDOT APPROVAL PRIOR TO THE STREET ACCEPTANCE FOR ANY ROAD TO BE POSTED OTHER THAN THE STATUTORY SPEED LIMIT. 24.THE DEVELOPER IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. THE DEVELOPER SHALL SUBMIT A SIGNING, STRIPING AND/OR SIGNALIZATION PLAN TO THE VDOT LAND DEVELOPMENT SECTION PRIOR TO PERMIT APPLICATION. THE DEVELOPER SHALL NOT COMMENCE CONSTRUCTION OF ANY PAVEMENT COURSE WITHOUT AN APPROVED STRIPING PLAN. 25.THE DEVELOPER IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION WHICH WILL BE NECESSARY AS A RESULT OF THE DEVELOPMENT OF THIS SITE. 26.DURING CONSTRUCTION, THE MAINTENANCE OF TRAFFIC SHALL CONFORM TO THE REQUIREMENTS IN THE MOST RECENT VERSION OF THE VIRGINIA WORK AREA PROTECTION MANUAL AND THE MUTCD. 27.THE ENGINEER OF RECORD, WHOSE PROFESSIONAL SEAL IS AFFIXED TO THIS PLAN, IS RESPONSIBLE TO ENSURE ALL VDOT STANDARDS ARE MET. VDOT REVIEW AND SIGNATURE OF THIS PLAN SHALL NOT BE INTERPRETED AS A GUARANTEE THE PLAN IS WITHOUT ERROR. THAT IS SOLELY THE RESPONSIBILITY OF THE ENGINEER OF RECORD. 28.ANY FIXTURES OR FEATURES BEING PLACED WITHIN THE VDOT RIGHT OF WAY THAT DO NOT SERVE THE GENERAL PUBLIC WILL REQUIRE A SEPARATE LAND USE PERMIT (LUP-A) AND COVENANT OF PERPETUAL MAINTENANCE (CPM). P N/A N/A N/A VDOT CONSTRUCTION STANDARDS ALL CONSTRUCTION METHODS AND MATERIAL SHALL CONFORM TO THESE DRAWINGS, PROJECT SPECIFICATIONS, STANDARDS WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH THE CURRENT EDITIONS AND LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: ·VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS ·VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE STANDARDS ·VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) DRAINAGE MANUAL ·MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) ·VIRGINIA SUPPLEMENT TO THE MUTCD ·INSTRUCTIONAL AND INFORMATIONAL MEMORANDUM (IM) ·VIRGINIA WORK AREA PROTECTION MANUAL SPECIFIC STANDARDS AND DETAILS FROM THE CURRENT AND OR REVISED VERSION OF THE 2016 VDOT ROAD AND BRIDGE STANDARDS INCLUDE: CG-6 GENERAL NOTES & DETAILSC1.1 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C1.0-NTDT.dwg | Plotted on 2/27/2026 1:08 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 DRAINAGE SLOTS PER MANUFACTURER 6' LENGTH #4 REBAR ANCHOR (2 MINIMUM) ANCHOR BARS SET FLUSH WITH TOP OF WHEEL STOP TOP OF PAVEMENT OR GRAVEL ANCHOR BAR HOLES PER MANUFACTURER 6" 8"CHAMFERED EDGES PER MANUFACTURER PRECAST CONCRETE WHEEL STOP (SLOTTED) DETAIL NO SCALE 18" MINIMUM EMBEDDED DEPTH ONSITE PAVEMENT SECTIONS NOTE: ACTUAL CBR TESTING SHALL BE DONE DURING CONSTRUCTION AND THE PAVEMENT DESIGN ADJUSTED ACCORDINGLY. CONTRACTOR SHALL MATCH DETAIL OR EXISTING PAVEMENT SECTION, WHICHEVER IS GREATER. COMPACTED SUBGRADE LIGHT DUTY ASPHALT PAVEMENT SECTION (PARKING BAYS) NO SCALE 8" #21-B AGGREGATE STONE LIGHT DUTY ASPHALT PAVEMENT SECTION ON PLANS 2" SM-9.5A BITUMINOUS CONCRETE COMPACTED SUBGRADE 8" #21-B AGGREGATE STONE 2" SM-9.5A BITUMINOUS CONCRETE 3" BM-25.0A BITUMINOUS CONCRETE HEAVY DUTY ASPHALT PAVEMENT SECTION (DRIVE AISLES) NO SCALE HEAVY DUTY ASPHALT PAVEMENT SECTION ON PLANS PARKING SCHEDULE PER THE ITE GENERATION PARKING MANUAL (6TH EDITION), 7.21 VEHICLE TRIPS PER ACRE ARE GENERATED FOR PUBLIC PARK USE ON A SUNDAY WHICH IS THE MOST STRINGENT CONSTRAINT. BASED ON THE DISTURBED AREA OF 0.90 ACRE, THE PARKING SPACE REQUIREMENT IS 7 SPACES. WITH THE PARKING LOT EXPANSION, A TOTAL OF 470 SPACES IS PROPOSED. EXISTING PARKING SPACES 53 SPACES PROPOSED PARKING SPACES 37 SPACES ____________________________________________________ TOTAL PARKING SPACES 90 SPACES REQUIRED HANDICAPPED SPACES 4 SPACES (1 VAN ACCESSIBLE) EXISTING HANDICAPPED SPACES 4 SPACES (2 VAN ACCESSIBLE) PROPOSED HANDICAPPED SPACES 0 SPACES (MINIMUM REQUIRED MET BY EXISTING) ______________________________________________________________________________________ TOTAL HANDICAPPED PARKING SPACES 4 SPACES (2 VAN ACCESSIBLE) LOADING SPACES REQUIRED 0 SPACES LOADING SPACES PROVIDED 0 SPACES MILL AND OVERLAY SECTION EXISTING ROAD SECTION NO SCALE MILL AND PAVE WITH A MINIMUM OF 2" SM-9.5 ASPHALTIC CONCRETE DENOTES MILL & OVERLAY SECTION ON PLANS GENERAL NOTES & DETAILSC1.2 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C1.0-NTDT.dwg | Plotted on 2/27/2026 1:08 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 5' PARKING SBCK100' BLDG SBCK5' PARKIN G S B C K 100' BLDG S B C K5' PARKING SBCK100' BLDG SBCK60' BLDG SBCK10' PARKING SBCK60' BLDG SBCK10' PARKING SBCK50' BLDG SBCK 5' PARKING SBCKCLEANOUT TOP = 732 .646" PVC INV . OUT = 72 6 .06CLEANOUT TOP = 7 30 .596" PVC INV . IN = 725 .968" PVC INV . OUT = 7 25 .93CLEANOUT TOP = 726 .416" PVC INV . OUT = 72 0 .98CLEANOUT TOP = 726 .336" PVC INV . IN = 720 .9 16" PVC INV . OUT = 72 0 .91FREDERICK COUNTY V IRG IN IASHERANDO PARK OUTDOOR F ITNESS GYM .553 L INE DR .D.B . 44 0 P .G . 4 21TAX # 86 -A - 135AREA: 88 .68 ACZONING : RAUSE: PUBL IC PARKS AND PLAYGROUNDSPARK RESTROOMSCONCRETE SIDEWALK ASPHALT ASPHALT 6" PVC8" PVC6" PVC GRASSGRASSUGP EOI EOILODLOD1 2 3 4 5 6 7 8 9 10 11 12 13 1415 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 S23°44'14"W 1013.54' S28°25'54"W 1420.98' N33°58'47"E 109.89'N56°59'12"W1299.43'S31°23'36"W 1842.02' N33°34'26"E 468.98' S 6 0 ° 3 6 ' 5 4 " W 59 . 9 2 'N73°20'45"W1460.87'N71°43'59"W188.30'N10°03'26"E 11.69' L = 203.38', R = 398.77' Δ = 029°13'17" FLOODPLAIN LIMITS PER FREDERICK COUNTY GIS OVERVIEW PLANC2.0 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C2.2-ADJACENT.dwg | Plotted on 2/27/2026 1:08 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 0 300' SCALE 1"=150' 150' NAD 8 3 NOTE: BOUNDARY INFORMATION IS BASED OFF EXISTING SITE PLAN SP#42-17. 729 730 728727726725724730 731 7 3 2 73 2 7 3 3 7 3 4 733732 731 730 731 732 721722 723723722721 721 7327317237 2 4 725726727728729730LIMITS OF TOPOGRAPHIC SURVEY CLEANOUT TOP = 732.64 6" PVC INV. OUT = 726.06 CLEANOUT TOP = 730.59 6" PVC INV. IN = 725.96 8" PVC INV. OUT = 725.93 CLEANOUT TOP = 726.41 6" PVC INV. OUT = 720.98 CLEANOUT TOP = 726.33 6" PVC INV. IN = 720.91 6" PVC INV. OUT = 720.91 FREDERICK COUNTY VIRGINIA SHERANDO PARK OUTDOOR FITNESS GYM. 553 LINE DR. D.B. 440 P.G. 421 TAX # 86-A-135 AREA: 88.68 AC ZONING: RA USE: PUBLIC PARKS AND PLAYGROUNDS PARK RESTROOMS CON C R E T E S I D E W A L K ASPHALT ASPHALT 6" PVC 8" PVC6" PVCGRASS GRASS UGP UGPUGPUGPUGPUGPUGPUGPEOIEOI LODLODLODLODLODLODLODLODLOD LOD LO D L O D 3C 9B 720725LIMITS OF DISTURBANCE = 0.90 ACLOD LODLODLODLODLODLODLODLOD LOD LO D L O D LINE DR SURVEY NOTES: 1.SUBSURFACE UTILITIES WERE LOCATED ON OCTOBER 14TH, 2025 IN REFERENCE TO MISS UTILITY TICKET #A528704487. 2.THE BOUNDARY INFORMATION SHOWN HEREON PER RECORD DESCRIPTIONS, AND A FIELD RUN SURVEY BY THIS FIRM. 3.BASIS OF MERIDIAN: VCS NAD83 (2011) 4.VERTICAL DATUM: NAVD88 DATUM AND MERIDIAN WERE ESTABLISHED BY GPS OBSERVATIONS. 5.TOPOGRAPHIC FIELD WORK COMPLETED OCTOBER 16TH 2025. THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF JEFFREY A. SMERALDO L.S. FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED IN SEPTEMBER 2025. THIS PLAT, MAP AND DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. LEGEND ELECTRIC METER ELECTRIC BOX SIGN SANITARY CLEANOUT DECIDUOUS TREE SHRUB SURVEY CONTROL CURB AND GUTTER (CG-6) HEADER CURB (CG-2) EDGE OF PAVEMENT UNDERGROUND POWER LINE TREE LINE RIP RAP UGP EXISTING CONDITIONS & SOILS MAPC2.1 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C2.0-EXIST.dwg | Plotted on 2/27/2026 1:08 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 0 SCALE 1"=20' 40'20'NAD 8373B SOIL LEGEND SOIL IDENTIFICATION SOIL LIMITS 729 730 728727726725724730 731 7 3 2 73 2 7 3 3 7 3 4 733732 731 730 731 732 721722 723723722721 721 7327317237 2 4 725726727728729730LIMITS OF TOPOGRAPHIC SURVEY CLEANOUT TOP = 732.64 6" PVC INV. OUT = 726.06 CLEANOUT TOP = 730.59 6" PVC INV. IN = 725.96 8" PVC INV. OUT = 725.93 CLEANOUT TOP = 726.41 6" PVC INV. OUT = 720.98 CLEANOUT TOP = 726.33 6" PVC INV. IN = 720.91 6" PVC INV. OUT = 720.91 FREDERICK COUNTY VIRGINIA SHERANDO PARK OUTDOOR FITNESS GYM. 553 LINE DR. D.B. 440 P.G. 421 TAX # 86-A-135 AREA: 88.68 AC ZONING: RA USE: PUBLIC PARKS AND PLAYGROUNDS PARK RESTROOMS CON C R E T E S I D E W A L K ASPHALT ASPHALT 6" PVC 8" PVC6" PVCGRASS GRASS UGP UGPUGPUGPUGPUGPUGPUGPEOIEOI LODLODLODLODLODLODLODLODLOD LOD LO D L O D DEMO EXISTING SIGNS 720725LIMITS OF DISTURBANCE = 0.90 ACLOD LODLODLODLODLODLODLODLOD LOD LO D L O D LINE DR EX. FULL DEPTH ASPHALT PAVEMENT TO BE REMOVED EX. CURB TO BE REMOVED DEMO LEGEND DEMOLITION PLANC2.2 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C2.1-DEMO.dwg | Plotted on 2/27/2026 1:08 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 0 SCALE 1"=20' 40'20'NAD 83 729 730 728727726725724730 731 7 3 2 73 2 7 3 3 7 3 4 733732 731 730 731 732 721722 723723722721 721 7327317237 2 4 725726727728729730LIMITS OF TOPOGRAPHIC SURVEY CLEANOUT TOP = 732.64 6" PVC INV. OUT = 726.06 CLEANOUT TOP = 730.59 6" PVC INV. IN = 725.96 8" PVC INV. OUT = 725.93 CLEANOUT TOP = 726.41 6" PVC INV. OUT = 720.98 CLEANOUT TOP = 726.33 6" PVC INV. IN = 720.91 6" PVC INV. OUT = 720.91 FREDERICK COUNTY VIRGINIA SHERANDO PARK OUTDOOR FITNESS GYM. 553 LINE DR. D.B. 440 P.G. 421 TAX # 86-A-135 AREA: 88.68 AC ZONING: RA USE: PUBLIC PARKS AND PLAYGROUNDS PARK RESTROOMS CON C R E T E S I D E W A L K ASPHALT ASPHALT 6" PVC 8" PVC6" PVCGRASS GRASS UGP UGPUGPUGPUGPUGPUGPUGPEOIEOI LODLODLODLODLODLODLODLODLOD LOD LO D L O D LIMITS OF DISTURBANCE = 0.90 ACLOD LODLODLODLODLODLODLODLOD LOD LO D L O D 720725CD SF DRAINAGE TO CD DA = 0.12 AC C-FACTOR = 0.30 SF SF SFCE CONSTRUCTION ENTRANCE WITH WASH RACK (CONTRACTOR TO PROVIDE WATER SOURCE) ST DRAINAGE TO SEDIMENT TRAP 1 DA = 0.59 AC C-FACTOR = 0.45 727 726 725 724 723727726725728 DRAINAGE TO 420' OF SF DA = 0.25 AC C-FACTOR = 0.30 SF DRAINAGE TO 68' OF SF DA = 0.03 AC C-FACTOR = 0.30 T P T P TPTPTPTPTPTPTP TP TP TP TP TP TP TS TS LINE DR EROSION AND SEDIMENT CONTROL LEGEND - PHASE I CE CONSTRUCTION ENTRANCE (C-SCM-03) TEMPORARY SEEDING (C-SSM-09) SF REINFORCED SILT FENCE (30 INCH HIGH) (C-PCM-04) TS DRAINAGE DIVIDE LIMITS OF DISTURBANCELOD CD ROCK CHECK DAMS (C-SCM-07) DD TEMPORARY DIVERSION DIKE (C-ECM-04) TP TREE PRESERVATION AND PROTECTION (C-PCM-04) ST SEDIMENT TRAP (C-SCM-11)EROSION & SEDIMENT CONTROL PLAN - PHASE IC3.0 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C3.0-ERO1.dwg | Plotted on 2/27/2026 1:09 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 0 SCALE 1"=20' 40'20'NAD 83EROSION AND SEDIMENT CONTROL NOTES: 1.NO EXCAVATION IN THE AREAS OF EXISTING UTILITIES IS PERMITTED UNLESS THEIR LOCATION HAS BEEN DETERMINED. CALL "MISS UTILITY" AT 1-800-552-7001, 48 HOURS PRIOR TO WORK. 2.ALL DENUDED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS. TEMPORARY OR PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 7 CALENDAR DAYS AFTER FINAL GRADE IS ACHIEVED, OR WITHIN 7 CALENDAR DAYS TO AREAS THAT MAY REMAIN DORMANT FOR 14 DAYS OR MORE. 729 730 728727726725724730 731 7 3 2 73 2 7 3 3 7 3 4 733732 731 730 731 732 721722 723723722721 721 7327317237 2 4 725726727728729730LIMITS OF TOPOGRAPHIC SURVEY CLEANOUT TOP = 732.64 6" PVC INV. OUT = 726.06 CLEANOUT TOP = 730.59 6" PVC INV. IN = 725.96 8" PVC INV. OUT = 725.93 CLEANOUT TOP = 726.41 6" PVC INV. OUT = 720.98 CLEANOUT TOP = 726.33 6" PVC INV. IN = 720.91 6" PVC INV. OUT = 720.91 FREDERICK COUNTY VIRGINIA SHERANDO PARK OUTDOOR FITNESS GYM. 553 LINE DR. D.B. 440 P.G. 421 TAX # 86-A-135 AREA: 88.68 AC ZONING: RA USE: PUBLIC PARKS AND PLAYGROUNDS PARK RESTROOMS CON C R E T E S I D E W A L K ASPHALT ASPHALT 6" PVC 8" PVC6" PVCGRASS GRASS UGP UGPUGPUGPUGPUGPUGPUGPEOIEOI LODLODLODLODLODLODLODLODLOD LOD LO D L O D LIMITS OF DISTURBANCE = 0.90 ACLOD LODLODLODLODLODLODLODLOD LOD LO D L O D 720725725730726727728729725730724726727728729731730 728729731 73072973172872572672772572473072 7 72 8 7 2 9 73173272 7 72 8 729 72 6 724 725 726727728 726727726 727 727 726 725 723724CE CONSTRUCTION ENTRANCE WITH WASH RACK (CONTRACTOR TO PROVIDE WATER SOURCE) IP B/M B/M DRAINAGE TO INLET PROTECTION DA = 0.52 AC C-FACTOR = 0.81 SF SF TP T P T P TPTPTPTPTPTPTPTP TP TP DRAINAGE TO 203' OF SF DA = 0.26 AC C-FACTOR = 0.65 DRAINAGE TO 311' OF SF DA = 0.61 AC C-FACTOR = 0.71 SF TP PS PS PS PS SF SF TP TP LINE DR EROSION AND SEDIMENT CONTROL LEGEND - PHASE II CE CONSTRUCTION ENTRANCE (C-SCM-03) PERMANENT SEEDING (C-SSM-10) SF REINFORCED SILT FENCE (30 INCH HIGH) (C-PCM-04) PS DRAINAGE DIVIDE LIMITS OF DISTURBANCELOD CD ROCK CHECK DAMS (C-SCM-07) IP STORM DRAIN INLET PROTECTION (C-SCM-04) TP TREE PRESERVATION AND PROTECTION (C-PCM-04) DD TEMPORARY DIVERSION DIKE (C-ECM-04)EROSION & SEDIMENT CONTROL PLAN - PHASE IIC3.1 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C3.1-ERO2.dwg | Plotted on 2/27/2026 1:09 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 0 SCALE 1"=20' 40'20'NAD 83EROSION AND SEDIMENT CONTROL NOTES: 1.NO EXCAVATION IN THE AREAS OF EXISTING UTILITIES IS PERMITTED UNLESS THEIR LOCATION HAS BEEN DETERMINED. CALL "MISS UTILITY" AT 1-800-552-7001, 48 HOURS PRIOR TO WORK. 2.ALL DENUDED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS. TEMPORARY OR PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 7 CALENDAR DAYS AFTER FINAL GRADE IS ACHIEVED, OR WITHIN 7 CALENDAR DAYS TO AREAS THAT MAY REMAIN DORMANT FOR 14 DAYS OR MORE. EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THIS SITE PLAN PROPOSES THE CONSTRUCTION OF AN EXPANDED PARKING LOT AND ASSOCIATED UTILITIES. THE LIMITS OF DISTURBANCE IS 0.90 ACRES. EXISTING SITE CONDITIONS THE SITE IS CURRENTLY WITH AN EXISTING PARKING LOT AND OUTDOOR FITNESS GYM. THE SITE HAS RELATIVELY FLAT SLOPES WITH SOME MODERATE SLOPES IN THE ADJACENT GREEN SPACE. EXISTING RUNOFF FROM SITE FLOWS TOWARD THE SOUTH PORTION OF THE SITE TO AN EXISTING POND AND CHANNEL. RUNOFF ALSO DISCHARGES TOWARDS THE WOODED AREA TO THE EAST. ADJACENT PROPERTY AREA THE PROJECT SITE IS BORDERED BY WARRIOR DRIVE TO THE WEST, A RESIDENTIAL AREA TOWARDS THE NORTH AND NORTHEAST (ZONED RP), A RESIDENTIAL ZONE TO THE SOUTH (ZONED RP), AND RELATIVELY VACANT AREA WITH A LANDSCAPING COMPANY TO THE EAST (ZONED RA). OFF-SITE AREAS THERE ARE NO OFF-SITE AREAS BEING DISTURBED WITH THIS PLAN. SHOULD THE NEED ARISE TO GRADE OFF-SITE, OR OBTAIN MATERIAL FROM A BORROW AREA, THE AREA MUST BE COVERED BY A VALID GRADING PERMIT. SEE THE SOILS MAP SHEET FOR THE COUNTY SOILS MAPPING & THE COUNTY SOILS SUMMARY. SOILS THE PROJECT SITE CONTAINS CARBO SILT LOAM AND CARBO-OAKLET AS PER THE LATEST COUNTY SOILS MAP AND AS IDENTIFIED BY THE "SOIL SURVEY OF FREDERICK COUNTY VIRGINIA". THE HYDROLOGICAL GROUP IS D FOR BOTH. FOR MORE INFORMATION ON THE SOILS, REFERENCE THE SOILS MAP SHEET C2.1. CRITICAL EROSION AREAS THERE ARE NO CRITICAL EROSION AREAS PRESENT ON THE SITE. THE SITE INSPECTOR SHALL HAVE THE AUTHORITY TO ADJUST OR REQUIRE ADDITIONAL EROSION MEASURES IF NEEDED TO PREVENT SEDIMENT FROM LEAVING THE DISTURBED AREAS. STORM WATER RUNOFF CONSIDERATION FLOW FROM PHASE I AND PHASE II OF THE SITE WILL DRAIN TOWARD THE SOUTH AND EAST OF THE SITE AND DISCHARGE TO AN EXISTING POND AND CHANNEL. ADEQUATE SEDIMENT CONTROL MEASURES HAVE BEEN INCLUDED TO PREVENT RUNOFF FROM LEAVING THE SITE. CALCULATIONS PRE AND POST DEVELOPMENT DRAINAGE DIVIDES AND CALCULATIONS CAN BE SEEN ON SHEETS C6.0-C6.5. EROSION CONTROL PROGRAM EROSION CONTROL SHALL BE MAXIMIZED THROUGH RAPID STABILIZATION OF THE DISTURBED AREAS AND BY DIVERTING CLEAN WATER AND EROSIVE FLOWS AROUND OR THROUGH DISTURBED AREAS IN A NON-EROSIVE MANNER NOT MORE THAN 7 CALENDAR DAYS ARE TO ELAPSE WITH ANY DISTURBED AREA REMAINING DENUDED. TEMPORARY COVER, BY SEEDING AND/OR MULCHING, SHALL BE APPLIED TO AREAS THAT WILL BE EXPOSED FOR A PERIOD OF GREATER THAN 7 DAYS, BEFORE PERMANENT STABILIZATION PERMANENT COVER SHOULD BE PROVIDED OVER ALL DISTURBED AREAS AS SOON AS POSSIBLE UPON ACHIEVING FINAL GRADE, BY MEANS OF SEEDING AND MULCHING. SODDING AND PEGGING, PAVING. OR AS OTHERWISE DIRECTED BY THE PLAN. UTILITY TRENCHES SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS AFTER BACKFILLING TO THE FINISHED GRADE. SEDIMENT CONTROL PROGRAM SEDIMENT CONTROL SHALL BE ACCOMPLISHED THROUGH RAPID STABILIZATION AND BY THE INSTALLATION OF MECHANICAL DEVICES, AS SHOWN ON THE PHASE I & II PLAN. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK (VSMH) VERSION 1.1. THE MINIMUM STANDARDS OF THE VSMH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. ALL NON-PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. SEEDING SHALL BE IN ACCORDANCE WITH C-SSM-10, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK. MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED DAILY AND AFTER EACH RUN-OFF PRODUCING RAINFALL. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR: A.CHECK THE SILT FENCE AFTER EVERY STORM EVENT TO ENSURE EFFECTIVE OPERATION AND REMOVE SEDIMENT WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER. B.CHECK THE SILT FENCE BARRIER FOR UNDERMINING OR DETERIORATION OF THE FABRIC. REMOVE SEDIMENT WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER. C.CHECK THE GRAVEL INLET PROTECTION FOR SEDIMENT BUILDUP WHICH WILL PREVENT DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT; REMOVE AND CLEAN, OR REPLACE. D.CHECK THE SEEDING AREAS TO ENSURE THAT A STAND OF GRASS IS MAINTAINED. FERTILIZE AND RESEED AS NEEDED. E.SEE MINIMUM STANDARDS FOR ADDITIONAL INFORMATION. STRUCTURAL PRACTICES 1.SAFETY FENCE - C-PCM-01 A PROTECTIVE BARRIER INSTALLED TO PREVENT ACCESS TO AN EROSION CONTROL MEASURE. 2.TEMPORARY CONSTRUCTION ENTRANCE - C-SCM-03 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. 3.SILT FENCE BARRIER - C-PCM-04 A TEMPORARY SEDIMENT BARRIER CONSTRUCTED OF POSTS AND FILTER FABRIC AND PLACED AT THE TOE OF A SLOPE TO INTERCEPT AND DETAIN SEDIMENT AND DECREASE FLOW VELOCITIES FROM DRAINAGE AREAS OF LIMITED SIZE. 4.STORM DRAIN INLET PROTECTION - C-SCM-04 SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED AREA. 5.TEMPORARY DIVERSION DIKE - C-ECM-04 A TEMPORARY DIVERSION DIKE SHALL BE INSTALLED TO DIRECT FLOW INTO PERIMETER CONTROLS AS INDICATED ON THE PLANS. 6.TEMPORARY SEDIMENT TRAP - C-SCM-11 A TEMPORARY PONDING BASIN FORMED BY CONSTRUCTING AN EMBANKMENT, OFTEN EARTHEN OR COMPOSED OF COMPOST FILTER SOCK, WITH A STONE OUTLET. 7.TREE PRESERVATION AND PROTECTION - C-SSM-01 THE PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER TYPES OF INJURY DURING LAND DISTURBANCE AND CONSTRUCTION. VEGETATIVE PRACTICES 8.TEMPORARY SEEDING - C-SSM-09 ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH APPROPRIATE RAPIDLY GROWING NATURAL PLANTS. 9.PERMANENT SEEDING - C-SSM-10 ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED. 10.SURFACE ROUGHENING AREAS TO BE SEEDED SHALL BE LIGHTLY ROUGHENED AND LOOSE TO A DEPTH OF 4" PRIOR TO SEEDING. AREAS WHICH HAVE BEEN GRADED AND WILL NOT BE STABILIZED IMMEDIATELY MAY BE ROUGHENED TO REDUCE VELOCITY UNTIL SEEDING TAKES PLACE. EROSION AND SEDIMENT CONTROL MANAGEMENT STRATEGIES 1.PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING AND SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2.PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3.ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4.ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PHASING OF LAND DISTURBING ACTIVITIES SEDIMENT CONTROL IS PROVIDED THROUGH A TWO-PHASED APPROACH. THE FREDERICK COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR HAS THE AUTHORITY TO ADD OR DELETE EROSION AND SEDIMENT TRAPS OR SEDIMENT BASINS. EROSION AND SEDIMENT CONTROL MEASURES MAY NOT BE REMOVED OR ALTERED IN ANY WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR. PHASE I SEQUENCE OF CONSTRUCTION: PHASE I OPERATIONS INCLUDE THE CONSTRUCTION NEEDED TO DIVERT MAJOR OFF-SITE CLEAN WATER AND ON-SITE DRAINAGE FLOWS AROUND THE WORK AREA AND CONTROL EROSION AND SEDIMENT ASSOCIATED WITH THE INITIAL CLEARING AND GRADING OPERATIONS AS REQUIRED. CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS. 1.A PRE-CONSTRUCTION MEETING IS MANDATORY BEFORE ANY WORK IS DONE AT THE SITE. AFTER RECEIPT OF THE LAND DISTURBING PERMIT ARRANGE A MEETING WITH OWNER, ENGINEER AND FREDERICK COUNTY E&S INSPECTOR. 72 HOURS NOTICE IS REQUIRED, ONE WEEK IS PREFERRED. ONCE THIS PLAN HAS BEEN APPROVED, A PRE CONSTRUCTION CONFERENCE MUST BE COORDINATED BY THE CONTRACTOR WITH THE APPLICANT AND ENGINEER THROUGH FREDERICK COUNTY E&S INSPECTOR. 2.THE LIMITS OF DISTURBANCE MUST BE FIELD MARKED PRIOR TO CLEARING OF TREES, INSTALLATION OF SEDIMENT CONTROL MEASURES, CONSTRUCTION, OR OTHER LAND DISTURBING ACTIVITIES. 3.INSTALL STABILIZED CONSTRUCTION ENTRANCE (CE) AS INDICATED ON THE PLANS. CONSTRUCTION ENTRANCE WASH RACK SHALL DRAIN TO AN APPROVED SETTLING AREA. 4.CLEAR AND GRADE FOR INSTALLATION OF PERIMETER SEDIMENT CONTROL DEVICES. PERIMETER SEDIMENT TRAPPING MEASURES MUST BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. 5.INSTALL THE REMAINING PHASE I E&S CONTROLS (TP, SF, AND ALL OTHER PERIMETER CONTROLS). 6.INSTALL AND DESIGN TEMPORARY SEDIMENT TRAP ACCORDING TO THE DETAILS PROVIDED. 7.TEMPORARILY STOCK PILE TOPSOIL (IF ANY) AT ON SITE STOCKPILE AREA. STABILIZE STOCK PILE WITH TEMPORARY SEEDING AND PROVIDE SILT FENCE. 8.ONCE THE COUNTY INSPECTOR APPROVES THE PHASE I EROSION CONTROL MEASURES, CONSTRUCTION OPERATIONS MAY BEGIN. 9.CONTRACTOR TO COORDINATE AND ESTABLISH A PROTECTED STAGING AREA FOR EQUIPMENT AND PARKING AS NECESSARY. 10.CONTRACTOR TO COMMENCE WITH ROUGH GRADING AND DEMOLITION ACTIVITIES. 11.ONCE FINAL GRADE IS REACHED, TEMPORARILY SEED, MULCH, AND STABILIZE ALL DISTURBED AREAS PER VIRGINIA EROSION AND SEDIMENT CONTROL STANDARDS BEGIN TO TRANSITION TO PHASE II EROSION AND SEDIMENT CONTROL. 12.CONTRACTOR TO OBTAIN APPROVAL FROM THE FREDERICK COUNTY INSPECTOR PRIOR TO COMMENCING WITH PHASE II EROSION AND SEDIMENT CONTROL. 13.THE E&S INSPECTOR HAS THE AUTHORITY TO ADD OR DELETE EROSION AND SEDIMENT CONTROLS IN THE FIELD AS SITE CONDITIONS WARRANT. PHASE II SEQUENCE OF CONSTRUCTION: PHASE II OPERATIONS INCLUDE THE MEASURES REQUIRED FOR FINAL DEVELOPMENT CONDITIONS. PHASE I CONTROLS WHICH ARE NOT IN CONFLICT WITH THE FINAL DEVELOPMENT SHALL REMAIN IN PLACE UNTIL THE INSPECTOR HAS DETERMINED THEY CAN BE REMOVED BECAUSE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. 1.PHASE I&II MEASURES SHALL BE MAINTAINED OR REPLACED AS AREAS ARE STABILIZED. PERMISSION TO REMOVE ANY E&S CONTROLS SHALL BE OBTAINED BY CONTRACTOR FROM THE FREDERICK COUNTY FIELD REPRESENTATIVE. 2.NO EROSION MEASURES SHALL BE REMOVED UNTIL ALL UPSLOPE AREAS HAVE BEEN STABILIZED AND THE FREDERICK COUNTY INSPECTOR HAS GIVEN WRITTEN APPROVAL FOR THEIR REMOVAL. 3.CONTRACTOR TO BEGIN CONSTRUCTING THE BUILDING. 4.INSTALL PHASE II EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY. 5.SLOPES WITH GRADES OF 3:1 OR STEEPER SHALL BE STABILIZED WITH JUTE MESH OR SOD TREATMENT. 6.BEGIN SITE WORK CONSTRUCTION INCLUDING INSTALLING SITE FEATURES SUCH AS CURB AND GUTTER, SIDE WALKS, PAVEMENT, AND LANDSCAPING ETC. 7.ONCE ALL UPSTREAM AREAS HAVE BEEN STABILIZED AND THE SEDIMENT TRAP IS NO LONGER NECESSARY, THE CONTRACTOR IS TO BEGIN THE INSTALLATION OF THE BIO-RETENTION FACILITY WITH THEIR PERMANENT OUTFALL STRUCTURES. CONTRACTOR SHALL ENSURE ALL UP GRADIENT AREAS ARE STABILIZED AND APPROVED BY THE FREDERICK COUNTY INSPECTOR PRIOR TO BEGINNING CONSTRUCTION OF THE BIO-RETENTION BASIN. A. SEDIMENT TRAP LOCATION IS IN PLACE OF FUTURE BIO-RETENTION. CONTRACTOR SHALL REMOVE ALL SEDIMENT FROM TRAP. B. CONSTRUCTION SEQUENCE SHALL BE IN ACCORDANCE WITH VSMH P-FIL-05 BIORETENTION. 8.PLACE FINAL PAVEMENT AND STABILIZE ANY PROBLEM AREAS ON SITE. 9.PLACE TOPSOIL ON LANDSCAPE AREAS. SEED AND MULCH ALL DENUDED AREAS. TEMPORARY SEED AND MULCH AS WELL AS INCREMENTAL SEEDING IN ACCORDANCE WITH MS-1 MUST BE PROVIDED AS SITE CONDITIONS DICTATE. 10.REPLACE/REPAIR ANY DAMAGED ITEMS. 11.THE E&S INSPECTOR HAS THE AUTHORITY TO ADD OR DELETE EROSION AND SEDIMENT CONTROLS IN THE FIELD AS SITE CONDITIONS WARRANT. 12.NO E&S DEVICE SHALL BE REMOVED WITHOUT PRIOR APPROVAL OF E&S INSPECTOR. 13.THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF CONSTRUCTION MATERIAL AND STOCKPILES FROM THE SITE PRIOR TO COMPLETION. MINIMUM STANDARDS MS-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. MS-2:DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES 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. MS-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, IS MATURE ENOUGH TO SURVIVE, AND WILL INHIBIT EROSION. MS-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. MS-5:STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-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. MS-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. MS-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. MS-9:WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-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. MS-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. MS-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. MS-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. MS-14: ALL APPLICABLE FEDERAL, STATE, AND LOCAL REQUIREMENTS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15: THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-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. MS-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. MS-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 OR VESMP 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. MS-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 MANMADE CHANNELS AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MANMADE CHANNELS: A.CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MANMADE 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; OR 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 MANMADE CHANNELS SHALL BE ANALYZED BY THE USE OF A 10-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP THE STORMWATER'S 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 MANMADE 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 PREDEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PREDEVELOPMENT PEAK RUNOFF RATE FROM A 10-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MANMADE CHANNEL; OR 4.PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION, OR OTHER MEASURES THAT IS SATISFACTORY TO THE VESCP OR VESMP 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, THE APPLICANT SHALL OBTAIN APPROVAL FROM THE VESCP OR VESMP AUTHORITY FOR A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. G.OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATORS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. H.ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. I.INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE, OR PIPE SYSTEM OR TO A DETENTION FACILITY. J.IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL, OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. K.ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER THAT 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 MANMADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MANMADE 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-YEAR, TWO-YEAR, AND 10-YEAR 24-HOUR STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ASSUMING THE SITE 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 THE SITE WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN THE SITE'S PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MANMADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO § 62.1-44.15:28 OF THE CODE OF VIRGINIA (VESMA) OR § 62.1-44.15:54 OR 62.1-44.15:65 OF THE CODE OF VIRGINIA (ESCL). 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 CODE OF VIRGINIA (ESCL) AND THIS SUBDIVISION 19 SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE VESMA AND ATTENDANT REGULATIONS, UNLESS SUCH LAND-DISTURBING ACTIVITIES (I) ARE IN ACCORDANCE WITH PROVISIONS FOR TIME LIMITS ON APPLICABILITY OF APPROVED DESIGN CRITERIA IN 9VAC25-875-480 OR GRANDFATHERING IN 9VAC25-875-490, IN WHICH CASE THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE CODE OF VIRGINIA (ESCL) SHALL APPLY; OR (II) ARE EXEMPT PURSUANT TO § 62.1-44.15:34 G 2 OF THE CODE OF VIRGINIA (VESMA). N.COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 9VAC25-875-600 SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF THIS SUBDIVISION 19. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ANY AND ALL EROSION CONTROL (EC) REQUIREMENTS FOR ANY LAND DISTURBING ACTIVITIES, INCLUDING BUT NOT LIMITED TO, ONSITE OR OFFSITE BORROW, ONSITE OR OFFSITE STOCKPILING OR DISPOSAL OF WASTE MATERIALS. BEFORE UNDERTAKING ANY LAND DISTURBING ACTIVITY FOR WHICH THE PLANS DO NOT SPECIFICALLY ADDRESS EROSION CONTROL, THE CONTRACTOR SHALL CONTACT THE ARCHITECHT/ENGINEER TO DETERMINE WHAT EC MEASURES ARE NECESSARY. 1.VEGETATIVE STABILIZATION SHALL RESULT IN A UNIFORM, MATURE VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO INHIBIT EROSION. 2.ALL SOIL STOCKPILES SHALL BE STABILIZED WITHIN 7 CALENDAR DAYS OF INACTIVITY. TEMPORARY STABILIZATION METHODS SHALL BE IMPLEMENTED TO PREVENT OFF-SITE SEDIMENT TRANSPORT. STOCKPILES LOCATED ADJACENT TO WATERWAYS OR DRAINAGE FEATURES REQUIRE ENHANCED PROTECTION. 3.ALL STRUCTURAL PRACTICES INCLUDING DAMS, DIKES, AND DIVERSIONS SHALL BE STABILIZED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION TO PREVENT EROSION AND SEDIMENTATION. 4.ALL WORK CONDUCTED WITHIN A WATERCOURSE SHALL BE FOLLOWED BY IMMEDIATE STABILIZATION OF THE BED AND BANKS UPON COMPLETION OF CONSTRUCTION ACTIVITY. 5.IN ACCORDANCE WITH 4VAC50-30-40 SUBSECTION 16, "SEDIMENT BASINS, 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." 6.ANY SEDIMENT DEPOSITED ON PUBLIC OR PRIVATE ROADWAYS SHALL BE REMOVED IMMEDIATELY TO PREVENT OFF-SITE TRACKING AND ENSURE ROADWAY SAFETY. 7.ALL TEMPORARY EROSION AND SEDIMENT CONTROLS SHALL BE REMOVED WITHIN 30 CALENDAR DAYS AFTER THEY ARE NO LONGER NEEDED. ACCUMULATED SEDIMENT SHALL BE PROPERLY REMOVED AND THE AREA STABILIZED TO PREVENT FURTHER EROSION OR SEDIMENTATION. 8.CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF EXCESS SOIL OR MATERIALS AT AN APPROVED LOCATION IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. 9.EXISTING BENCHMARKS TO REMAIN. SEE EXISTING CONDITIONS SHEET. 10.SEE SEQUENCE OF CONSTRUCTION ON EROSION & SEDIMENT CONTROL NOTES & DETAILS. FREDERICK COUNTY DEPARTMENT OF PUBLIC WORKS EROSION & SEDIMENT CONTROL NOTES:EROSION & SEDIMENT CONTROL NOTES & DETAILSC3.2 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C3.2-ECND.dwg | Plotted on 2/27/2026 1:10 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 CE C-SCM-03 A TEMPORARY STONE CONSTRUCTION ENTRANCE IS A PAD WITH A FABRIC FILTER LINER UNDERNEATH THE STONE LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE. THERE ARE SEVERAL TYPES OF TRACK-OUT CONTROLS THAT MINIMIZE THE AMOUNT OF SEDIMENT, SUCH AS DIRT OR MUD, LEAVING OR BEING TRACKED OUT FROM THE CONSTRUCTION SITE ATTACHED TO VEHICLES. TEMPORARY STONE CONSTRUCTION ENTRANCE OPERATIONS AND MAINTENANCE CONSIDERATIONS: CONSTRUCTION SPECIFICATIONS: 1.EXCAVATE THE ENTRANCE AREA TO A MINIMUM OF 3 INCHES AND CLEAR THE AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL. 2.CONSTRUCT ANY DRAINAGE FACILITIES ACCORDING TO SPECIFICATIONS. PROVIDE FOR THE CONVEYANCE OF SURFACE WATER UNDER THE ENTRANCE THROUGH CULVERTS. 3.PLACE THE FILTER FABRIC UNDERLAYMENT ATOP THE ENTIRE WIDTH AND LENGTH OF THE ENTRANCE. 4.FOLLOWING THE FILTER FABRIC INSTALLATION, PLACE THE STONE TO THE SPECIFIED DIMENSIONS (INCLUDING THE CONSTRUCTION OF THE MOUNTABLE BERM) AS NECESSARY. 5.IF WASH RACKS ARE USED, INSTALL WASH RACKS ACCORDING TO MANUFACTURER’S SPECIFICATIONS. ENSURE THE WASH RACK CAN CONVEY SEDIMENT-LADEN WATER IMMEDIATELY TO A SEDIMENT CONTROL TREATMENT DEVICE BEFORE ENTERING A WATER BODY. 6.CONFIRM THE LENGTH AND WIDTH OF THE CONSTRUCTION ENTRANCE BEFORE SETTING UP EROSION CONTROL MEASURES AND PERIMETER CONTROL MEASURES. INSPECT THE CONSTRUCTION ENTRANCE WEEKLY AND IMMEDIATELY AFTER EACH RAINFALL. MAINTAIN THE ENTRANCE TO PREVENT TRACKING OR FLOW OF DIRT, MUD, OR SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, INCLUDING PERIODIC TOP DRESSING WITH ADDITIONAL STONE AND REPAIR OR CLEANOUT OF STRUCTURES THAT TRAP SEDIMENT OR BOTH. MAINTAIN A STOCKPILE OF ROCK AT THE SITE FOR TOP DRESSING PURPOSES. MUD AND SOIL PARTICLES WILL EVENTUALLY CLOG THE VOIDS IN THE STONE AND COMPROMISE THE EFFECTIVENESS OF THE CONSTRUCTION ENTRANCE. WHEN THIS OCCURS, TOP DRESS THE PAD WITH NEW STONE. COMPLETE STONE REPLACEMENT IS NECESSARY WHEN THE PAD BECOMES WHOLLY CLOGGED WITH SEDIMENT AND THE TOPDRESSING IS NO LONGER EFFECTIVE AT REMOVING ACCUMULATED SEDIMENT FROM TIRES. IMMEDIATELY REMOVE ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR STORM DRAINS. DO NOT USE WATER TRUCKS TO REMOVE MATERIALS DROPPED, WASHED, OR TRACKED ONTO ROADWAYS UNDER ANY CIRCUMSTANCES. IMMEDIATELY REMOVE STONES FROM THE ADJOINING ROADWAY THAT CONSTRUCTION TRAFFIC DISLODGED FROM THE ENTRANCE. MAINTAIN THE AREA UNDER THE WASH RACK FREE OF ACCUMULATED SEDIMENT. REPAIR OR REPLACE THE WASH RACK IF IT BECOMES DAMAGED. 12' MIN. EXISTING GROUND B 70' MIN. 10' MIN. A 10' MIN. SECTION B-B 6'-7" SECTION A-A PLAN VIEW 3" MIN. 3" MIN. B 70' MIN. 6" MIN.A SIDE ELEVATION * 3' 12' MIN. 10' MIN. REINFORCED CONCRETE DRAIN SPACE FILTER CLOTH * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE VDOT #1 COURSE AGGREGATE EXISTING PAVEMENT WASHRACK (OPTIONAL) MOUNTABLE BERM (OPTIONAL)FILTER CLOTH 5:1 EXISTING PAVEMENT C-SCM-03-1 STONE CONSTRUCTION ENTRANCE SOURCE: VA. DSWC, MD ESC STDSv1.1 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC FLOW 4" FLOW 1.SET POSTS AND EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. 3.ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4.BACKFILL AND COMPACT THE EXCAVATED SOIL. 2.STAPLE WIRE FENCING TO THE POSTS. WIRE SOURCE: ADAPTED FROM STRAW & C-PCM-04-2 CONSTRUCTION OF SILT FENCE WITH WIRE SUPPORT INSTALLATION FAB. BARRIERS, SHERWOOD & WYANTv1.1 A TEMPORARY SEDIMENT BARRIER CONSTRUCTED OF POSTS, FILTER FABRIC AND, IN SOME CASES, A WIRE SUPPORT FENCE, PLACED ACROSS OR AT THE TOE OF A SLOPE OR IN A MINOR DRAINAGE WAY TO INTERCEPT AND DETAIN SEDIMENT AND DECREASE FLOW VELOCITIES FROM DRAINAGE AREAS OF LIMITED SIZE; APPLICABLE WHERE SHEET AND RILL EROSION OR SMALL CONCENTRATED FLOWS MAY BE A PROBLEM. MAXIMUM EFFECTIVE LIFE OF 6 MONTHS. C-PCM-04 MATERIAL SPECIFICATIONS FILTER FABRIC USE FILTER FABRIC CONSISTING OF WOVEN SLIT FILM SILT FENCE AND IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS NOTED IN TABLE C-PCM-04-4. ENSURE FABRIC HAS THE MINIMUM PROPERTIES REQUIRED BY STATE-SPECIFIC OR LOCAL SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. ENSURE THE FABRIC IS IN USE NO LONGER THAN THE MANUFACTURER’S RECOMMENDED LIFE SPAN AND IS REPLACED WITH NEW FABRIC AFTER THE LIFE SPAN HAS BEEN EXCEEDED. USE FABRIC WITH A MINIMUM WIDTH OF 30 INCHES FOR STANDARD SILT FENCE OR 36 INCHES OR GREATER FOR REINFORCED AND SUPER SILT FENCES. ENSURE STAKES ARE HARDWOOD OR EQUIVALENT STEEL (“U” OR “T”) STAKES. USE TOE ANCHOR TRENCH MEASUREMENTS OF A MINIMUM OF 4 INCHES VERTICAL BY 4 INCHES HORIZONTAL TO ANCHOR BOTTOM OF FILTER FABRIC INTO THE GROUND. A SILT FENCE IS REPLACED WHEN CLOGGED WITH SEDIMENT AND CAN NO LONGER BE CLEANED. SYNTHETIC FILTER FABRIC CONTAINING ULTRAVIOLET RAY INHIBITORS AND STABILIZERS SHALL BE USED TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 120 DEGREES FAHRENHEIT. STAKES IF WOODEN STAKES ARE USED FOR SILT FENCE CONSTRUCTION, ENSURE THE STAKE HAS A NOMINAL DIAMETER OF 2 INCHES WHEN OAK IS USED AND 4 INCHES WHEN PINE IS USED. USE WOODEN STAKES WITH A MINIMUM LENGTH OF 5 FEET. IF STEEL POSTS (STANDARD “U” OR “T” SECTION) ARE USED FOR SILT FENCE CONSTRUCTION, ENSURE THE POSTS HAVE A MINIMUM WEIGHT OF 1.33 POUNDS PER LINEAR FOOT AND A MINIMUM LENGTH OF 5 FEET. REINFORCED SILT FENCE USE WIRE REINFORCEMENT FOR REINFORCED SILT FENCE USING STANDARD-STRENGTH FILTER FABRIC WITH A MINIMUM OF 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES. SILT FENCESF 2 ACRES OR LESS OF DRAINAGE AREA 2-10 ACRES OF DRAINAGE AREA (DOWNSTREAM VIEW) FLOW 2: 1 6" 3' FILTER CLOTH (OPTIONAL) VDOT #1 COARSE AGGREGATE 3' FLOW VDOT #1 COARSE AGGREGATE CLASS I RIPRAP 2: 1 3' 3' FILTER CLOTH (OPTIONAL) 6" (DOWNSTREAM VIEW) C-SCM-07-1 ROCK CHECK DAM SOURCE: VA. DSWCv1.1 A B L = THE DISTANCE SUCH THAT POINT A AND B ARE OF EQUAL ELEVATION L C-SCM-07-2 SPACING BETWEEN ROCK CHECK DAMS SOURCE: DSWCv1.1 CD ROCK CHECK DAMS ARE SMALL TEMPORARY STONE DAMS CONSTRUCTED ACROSS A SWALE, CHANNEL, OR DRAINAGE DITCH. ROCK CHECK DAMS C-SCM-07 1.FOR ADDED STABILITY, THE BASE OF THE CHECK DAM CAN BE KEYED INTO THE SOIL APPROXIMATELY 6 INCHES. 2.PLACE THE STONE ACCORDING TO THE CONFIGURATION SHOWN ON FIGURE C-SCM-07-1. HAND OR MECHANICAL PLACEMENT IS NECESSARY TO ACHIEVE COMPLETE COVERAGE OF THE CHANNEL OR SWALE AND TO ENSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES. 3.ALTERNATIVE PROPRIETARY SOLUTIONS MAY BE USED IN PLACE OF THE NON-PROPRIETARY DESIGN INCLUDED IN THIS CHAPTER. REFER TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION LIST 58, STANDARD EC-16 TEMPORARY CHECK DAM LIST OF APPROVED MATERIALS. INSPECT THE CHECK DAM MEASURE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL EVENT. INSPECT CHECK DAMS FOR SEDIMENT ACCUMULATION AFTER EACH RUNOFF-PRODUCING STORM EVENT. REMOVE SEDIMENT WHEN IT REACHES ONE HALF OF THE ORIGINAL HEIGHT OF THE MEASURE. AFTER REMOVAL OF SEDIMENT, INSPECT THE BASE OF THE CHECK IMPROPERLY INSTALLED OR MAINTAINED ROCK CHECK DAM FAILING UNDER WET CONDITIONS DAM FOR END RUN BREAKTHROUGHS, SCOURING, END RUNS, AND ANY REMOVAL OF ROCK FROM HIGHER-VELOCITY FLOW. IMMEDIATELY ADDRESS ANY DAMAGES TO THE INTEGRITY OF THE CHECK DAM AND REVIEW AND MODIFY THE DESIGN AS NECESSARY TO PREVENT FUTURE DAMAGES. REMOVE ACCUMULATED TRASH OR OTHER DEBRIS THAT MAY RESTRICT OR DIVERT FLOW OVER THE CENTER OF THE CHECK DAM. UNLESS THE CHECK DAMS ARE DESIGNED AND CONSTRUCTED TO BE INCORPORATED INTO A PERMANENT STORMWATER MANAGEMENT CONTROL, REMOVE CHECK DAMS WHEN THEIR USEFUL LIFE CONCLUDES. IN TEMPORARY DITCHES AND SWALES, REMOVE CHECK DAMS AND FILL IN THE DITCH WHEN THEY ARE NO LONGER NEEDED. IN PERMANENT STRUCTURES, REMOVE CHECK DAMS WHEN ALL UPSTREAM AREAS ARE STABILIZED. IN THE CASE OF GRASS-LINED DITCHES, REMOVE CHECK DAMS AFTER UPSTREAM AREAS ARE STABILIZED AND WHEN THE GRASS HAS MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE. REPAIR THE AREA IN WHICH THE CHECK DAM HAS BEEN REMOVED AS NEEDED TO PROVIDE A CONTINUOUS FLOW LINE IN THE CHANNEL. SEED AND MULCH THE AREA BENEATH THE CHECK DAMS IMMEDIATELY AFTER THEY ARE REMOVED. THE USE OF FILTER FABRIC UNDERNEATH THE STONE WILL MAKE THE REMOVAL OF THE STONE EASIER. OPERATIONS AND MAINTENANCE CONSIDERATIONS: CONSTRUCTION SPECIFICATIONS:CONSTRUCTION SPECIFICATIONS: A TEMPORARY DIVERSION DIKE IS A TEMPORARY RIDGE OF COMPACTED SOIL CONSTRUCTED TO CONVEY CLEAN STORMWATER RUNOFF THROUGH OR AROUND A DISTURBED LAND AREA. IN MOST CASES, TEMPORARY DIVERSION DIKES COLLECTING SEDIMENT-LADEN WATER WORK AS CONVEYANCE IN CONJUNCTION WITH OTHER EROSION AND SEDIMENT CONTROL DEVICES. 1.INSTALL TEMPORARY DIVERSION DIKES AS A FIRST STEP IN THE LAND-DISTURBING ACTIVITY AND MAKE THE DIVERSION DIKES FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE. 2.REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL. 3.ADEQUATELY COMPACT THE DIKE TO PREVENT FAILURE. 4.ENSURE THAT THE MINIMUM CONSTRUCTED CROSS-SECTION MEETS ALL DESIGN REQUIREMENTS. 5.ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT. 6.PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT. 7.APPLY TEMPORARY OR PERMANENT SEEDING AND MULCH TO THE DIKE IMMEDIATELY FOLLOWING ITS CONSTRUCTION. 8.LOCATE THE DIKE TO MINIMIZE DAMAGE BY CONSTRUCTION OPERATIONS AND TRAFFIC. INSPECT TEMPORARY DIVERSION DIKES AFTER EVERY STORM AND REPAIR THE DIKE, FLOW CHANNEL, OUTLET, OR SEDIMENT TRAPPING FACILITY AS NECESSARY. IN KARST AREAS, THE UPSLOPE EDGE OF THE DIVERSION DIKE SHOULD BE INSPECTED FOR SUBSIDENCE, ESPECIALLY AT THE DOWNSTREAM END AND AT THE ASSOCIATED OUTLET STRUCTURE/BMP. SUBSIDENCE IS CONSIDERED A MODE OF FAILURE. BI-WEEKLY (WHETHER A STORM EVENT HAS OCCURRED OR NOT), INSPECT THE CONTROL MEASURE AND REPAIR IF NEEDED. REPAIR DAMAGE CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY BEFORE THE END OF EACH WORKING DAY. CONSTRUCT TEMPORARY DIVERSIONS TO OPERATE WITH 6 INCHES OR MORE OF FREEBOARD. MAKE HEIGHT ADJUSTMENTS IF FREQUENT INSTANCES OF OVERTOPPING ARE OBSERVED. OPERATIONS AND MAINTENANCE CONSIDERATIONS: CONSTRUCTION SPECIFICATIONS: TEMPORARY DIVERSION DIKE C-ECM-04 DD COMPACTED SOIL 18" MIN.4.5' MIN. FLOW C-ECM-04-1 TEMPORARY DIVERSION DIKE SOURCE: VA. DSWCv1.1 EROSION & SEDIMENT CONTROL NOTES & DETAILSC3.3 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C3.2-ECND.dwg | Plotted on 2/27/2026 1:10 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 TEMPORARY SEEDINGTS THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS. C-SSM-09: CONSTRUCTION SPECIFICATIONS FOR TEMPORARY SEEDING: PLANT SELECTION SELECT PLANTS APPROPRIATE TO THE SEASON AND SITE CONDITIONS FROM TABLE C-SSM-09-3 AND TABLE C-SSM-09-4. NOTE THAT TABLE C-SSM-09-3 PRESENTS PLANTS THAT CAN BE USED WITHOUT EXTENSIVE EVALUATION OF SITE CONDITIONS; TABLE C-SSM-09-4 PRESENTS MORE IN- DEPTH INFORMATION ON THE PLANT MATERIALS. SEEDBED PREPARATION TO CONTROL EROSION ON BARE SOIL SURFACES, PLANTS MUST BE ABLE TO GERMINATE AND GROW. GOOD SEEDBED PREPARATION IS ESSENTIAL TO SUCCESSFUL PLANT ESTABLISHMENT. A GOOD SEEDBED IS LOOSE AND UNIFORM, WITH AT LEAST 35 PERCENT SOIL-SIZED PARTICLES (<2MM). WHERE HYDROSEEDING METHODS ARE USED, THE SURFACE MAY BE LEFT WITH A MORE IRREGULAR SURFACE OF LARGE CLODS AND STONES. MINIMIZE STEEP SLOPES BECAUSE STEEP SLOPES CHALLENGE SEEDBED PREPARATION AND INCREASE THE EROSION HAZARD. LIMING 1.DETERMINE IF LIME IS NECESSARY FOR TEMPORARY SEEDING. IN MOST SOILS, IT MAY TAKE SEVERAL MONTHS FOR A PH ADJUSTMENTS TO FULLY OCCUR FOLLOWING THE APPLICATION OF LIME. THEREFORE, IT MAY BE DIFFICULT TO JUSTIFY THE COST OF LIMING A TEMPORARY SITE, ESPECIALLY WHEN THE SOIL WILL LATER BE MOVED AND REGRADED. TABLE C-SSM-09-2 MAY BE USED TO DETERMINE THE ACTUAL NEED ALONG WITH SUGGESTED APPLICATION RATES IF THE SOIL PH IS KNOWN. 2.IF THE PH OF THE SOIL IS NOT KNOWN, AN APPLICATION OF GROUND AGRICULTURAL LIMESTONE AT THE RATE OF 1 TO 1.5 TONS PER ACRE ON COARSE-TEXTURED SOILS AND 2 TO 3 TONS PER ACRE ON FINE- TEXTURED SOILS IS USUALLY SUFFICIENT. 3.APPLY LIMESTONE UNIFORMLY AND INCORPORATE INTO THE TOP 4 TO 6 INCHES OF SOIL. SOILS WITH A PH OF 6 OR HIGHER NEED NOT BE L IMED. HOWEVER, ANY SOIL WITH A PH OF 5.5 SHOULD RECEIVE LIME APPLICATION. ALL LIMING MATERIALS SHOULD BE VIRGINIA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES (VDACS) CERTIFIED AGRICULTURAL LIMESTONE OR OTHER APPROVED LIMING PRODUCTS BASED ON THEIR CALCIUM CARBONATE EQUIVALENT. FERTILIZER APPLY FERTILIZER AT A RATE OF 600 POUNDS PER ACRE (14 POUNDS PER 1,000 SQUARE FEET) USING 10-20-10 FERTILIZER OR EQUIVALENT NUTRIENTS. INCORPORATE LIME AND FERTILIZER INTO THE TOP 4 TO 6 INCHES OF THE SOIL IF POSSIBLE. IF A HYDRAULIC SEEDER IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES BEFORE APPLICATION. SURFACE ROUGHENING IF THE AREA HAS BEEN RECENTLY LOOSENED OR DISTURBED, NO FURTHER ROUGHENING IS REQUIRED. WHEN THE AREA IS COMPACTED, CRUSTED, OR HARDENED, LOOSEN THE SOIL SURFACE BY DISCING, RAKING, HARROWING, OR OTHER ACCEPTABLE MEANS ACCORDING TO SURFACE ROUGHENING (BMP C-SSM-03). TRACKING TRACKING WITH BULLDOZER CLEATS IS MOST EFFECTIVE ON SANDY SOILS. THIS PRACTICE OFTEN CAUSES UNDUE COMPACTION OF THE SOIL SURFACE, ESPECIALLY IN CLAYEY SOILS, AND DOES NOT AID PLANT GROWTH AS EFFECTIVELY AS OTHER METHODS OF SURFACE ROUGHENING. SEEDING EVENLY APPLY SEED WITH A BROADCAST SEEDER, DRILL, CULTIPACKER SEEDER, OR HYDROSEEDER. PLANT SMALL GRAINS NO MORE THAN 1.5 INCHES DEEP. PLANT SMALL SEEDS, SUCH AS KENTUCKY BLUEGRASS, NO MORE THAN 0.25 INCH DEEP. PLANT OTHER GRASSES AND LEGUMES BETWEEN 0.25 INCH TO 0.5 INCH DEEP. MULCHING 1.MULCH SEEDINGS MADE IN FALL FOR WINTER COVER AND DURING HOT AND DRY SUMMER MONTHS ACCORDING TO MULCHING (BMP C-SSM-11) EXCEPT THOSE OF HYDRO-MULCH (FIBER MULCH), WHICH ARE NOT CONSIDERED ADEQUATE (>70% VEGETATIVE COVER) FOR MID-WINTER OR MID- SUMMER SEEDINGS. USE STRAW MULCH DURING THESE PERIODS. 2.TEMPORARY SEEDINGS MADE UNDER FAVORABLE SOIL AND SITE CONDITIONS DURING OPTIMUM SPRING AND FALL SEEDING DATES MAY NOT REQUIRE MULCH. RESEEDING AREAS THAT FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE. OPERATIONS AND MAINTENANCE CONSIDERATIONS: INSPECT SEEDED AREAS EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL EVENT THAT PRODUCES 0.5 INCH OR MORE OF PRECIPITATION. RESEED ANY BARE AREAS > 500 SQUARE FEET. COVER SEEDED AREA WITH STRAW OR MULCH TO MODERATE SOIL MOISTURE AND TEMPERATURE DURING THE INITIAL GERMINATION PERIOD. SUPPLY TEMPORARY SEEDING WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER OR ON ADVERSE SITES. CONTROL WATER APPLICATION RATES TO PREVENT RUNOFF. PERMANENT SEEDINGPS C-SSM-10: ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER BY PLANING SEED ON ROUGH-GRADED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A YEAR OR MORE OR WHERE PERMANENT, LONG-LIVED VEGETATIVE COVER IS NEEDED ON FINE-GRADED AREAS. CONSTRUCTION SPECIFICATIONS: SELECTION OF PLANT MATERIALS SELECTION OF PLANT MATERIALS IS BASED ON CLIMATE, TOPOGRAPHY, SOILS, LAND USE, AND PLANTING SEASON. TO DETERMINE WHICH PLANT MATERIALS ARE BEST ADAPTED TO A SPECIFIC SITE, USE TABLE C-SSM-10-4 AND TABLE C-SSM-10-5, WHICH DESCRIBE PLANT CHARACTERISTICS AND LIST RECOMMENDED VARIETIES. THE SPECIES LISTED IN TABLE C-SSM-10-4 TO C-SSM-10-8 ARE NOT EXCLUSIVE AND OTHER SPECIES AND VARIETIES MAY BE SUITABLE FOR USE IN VIRGINIA BASED ON EMERGING RESEARCH BY VDOT AND THE REVEGETATION INDUSTRY. HOWEVER, USE OF AGGRESSIVE OR INVASIVE SPECIES AS IDENTIFIED BY VA DCR WHERE VIABLE NATIVE SUBSTITUTES ARE AVAILABLE IS DISCOURAGED. INFORMATION ABOUT INVASIVE SPECIES IS AVAILABLE ON THE DCR WEBSITE. (SEE DCR 2022) SUGGESTED BASIC SEEDING MIXTURES FOR SITE CONDITIONS IN VIRGINIA ARE PROVIDED IN TABLES C-SSM-10-6, C-SSM-10-7, AND C-SSM-10-8. THESE MIXTURES ARE DESIGNED FOR GENERAL USE AND HAVE PROVEN TO BE SUCCESSFUL OVER TIME ON TYPICAL SITES. SEE TABLES CSSM- 10-4 AND C-SSM-10-5 FOR RECOMMENDED VARIETIES. HOWEVER, IT IS STRONGLY SUGGESTED THAT ALL LOW MAINTENANCE SEED MIXTURES CONTAIN AT LEAST TWO DIFFERENT SPECIES OF BOTH GRASSES AND LEGUMES IN ADDITION TO AN APPROPRIATE SEASONAL COVER SPECIES. MORE EXTENSIVE DESCRIPTIONS OF PLANT MATERIALS (GRASSES AND LEGUMES), THEIR USAGE, AND PICTORIAL REPRESENTATIONS ARE PROVIDED IN TABLE C-SSM-10-1. WHEN USING SOME VARIETIES OF TURF GRASSES, THE VIRGINIA CROP IMPROVEMENT ASSOCIATION (VCIA) RECOMMENDS THAT TURF GRASS MIXTURES MAY ALSO BE USED. CONSUMER PROTECTION PROGRAMS HAVE BEEN DEVISED TO IDENTIFY QUALITY SEED OF THE VARIETIES RECOMMENDED BY THE VIRGINIA COOPERATIVE EXTENSION SERVICE. THESE WILL BEAR A LABEL INDICATING THAT THEY ARE APPROVED BY THE ASSOCIATION. MIXTURES MAY BE DESIGNED FOR A SPECIFIC PHYSIOGRAPHIC REGION OR BASED ON INTENDED USE. SPECIAL CONSIDERATION IS GIVEN TO PLANT CHARACTERISTICS, PERFORMANCE, AND OTHER ATTRIBUTES. SITE PLANNERS AND DESIGNERS SHOULD REFER TO THE DCR INVASIVE SPECIES LIST AS PART OF THE PROCESS OF SELECTING PLANT MATERIALS FOR A SITE. (SEE DCR 2022). THIS SERVES TWO PURPOSES: TO AVOID USE OF INVASIVE SPECIES TO THE EXTENT POSSIBLE; AND TO ENSURE PLANT SELECTION IS BASED ON THE MOST CURRENT INFORMATION AVAILABLE. SEED QUALITY CRITERIA WHERE CERTIFIED SEED IS NOT AVAILABLE, USE GRASS AND LEGUME SEED IN VEGETATIVE ESTABLISHMENT THAT MEETS THE MINIMUM REQUIREMENTS AS PROVIDED BELOW. ENSURE ALL TAGS ON CONTAINERS OF SEED ARE LABELED TO MEET THE REQUIREMENTS OF THE STATE SEED LAW. ENSURE ALL SEED IS SUBJECT TO RE-TESTING BY A RECOGNIZED SEED LABORATORY THAT EMPLOYS A REGISTERED SEED TECHNOLOGIST OR BY A STATE SEED LAB. ENSURE ALL SEED USED HAS BEEN TESTED WITHIN 12 MONTHS. ENSURE THE INOCULANT ADDED TO LEGUME SEED IN THE SEED MIXTURES IS A PURE CULTURE OF NITROGEN-FIXING BACTERIA PREPARED FOR THE SPECIES. DO NOT USE INOCULANTS AFTER THE DATE INDICATED ON THE CONTAINER. USE TWICE THE SUPPLIER’S RECOMMENDED RATE OF INOCULANT ON DRY SEEDINGS; FIVE TIMES THE RECOMMENDED RATE IF HYDROSEEDED. DELAY ADDITION OF THE INOCULANT UNTIL NO MORE THAN 30 MINUTES PRIOR TO HYDROSEEDING TO AVOID LOSS OF VIABILITY ENSURE THE QUALITY OF THE SEED USED IS SHOWN ON THE BAG TAGS TO CONFORM TO THE GUIDELINES DOCUMENTED IN TABLE C-SSM-10-9. ALL SEEDING RATES SHOWN IN TABLES C-SSM-10-4 TO C-SSM-10-9 SHOULD BE APPLIED ON A "PURE LIVE SEED" (PLS) BASIS CALCULATED AS THE SUM OF READILY GERMINABLE AND HARD SEED, BUT NOT INERT MATTER OR OTHER WEEDY SPECIES. SEEDBED REQUIREMENTS DO NOT ESTABLISH VEGETATION ON SLOPES THAT ARE UNSUITABLE DUE TO INAPPROPRIATE SOIL TEXTURE, POOR INTERNAL STRUCTURE OR INTERNAL DRAINAGE, VOLUME OF OVERLAND FLOW, OR EXCESSIVE STEEPNESS UNTIL THESE PROBLEMS HAVE BEEN CORRECTED. TO MAINTAIN A GOOD STAND OF VEGETATION, ENSURE THE SOIL MEETS THE FOLLOWING MINIMUM REQUIREMENTS AS A GROWTH MEDIUM: SUFFICIENT FINE GRAINED SOIL MATERIAL (> 25% < 2 MM) TO MAINTAIN ADEQUATE SOIL MOISTURE AND NUTRIENT SUPPLY. AREAS THAT DO NOT MEET THIS REQUIREMENT WILL REQUIRE TOPSOILING (C-SSM-02) OR APPLICATION OF COMPOST AND/OR MANUFACTURED SOIL MATERIALS TO BE VIABLE; SUFFICIENT PORE SPACE TO PERMIT ROOT PENETRATION. AN IN SITU SURFACE SOIL BULK DENSITY OF BETWEEN 1.35 G/CM3 (CLAYEY SOILS) AND 1.75 G/CM3 (SANDY SOILS) FOLLOWING SITE PREPARATION AND SOIL AMENDMENT INDICATES SUFFICIENT PORE SPACE FOR WATER HOLDING AND ENHANCED INFILTRATION.; SUFFICIENT SOIL DEPTH TO PROVIDE AN ADEQUATE ROOT ZONE. ENSURE THE DEPTH TO ROCK OR IMPERMEABLE LAYERS (SUCH AS HARDPANS) IS A MINIMUM OF 12 INCHES, EXCEPT ON SLOPES STEEPER THAN 2H:1V, WHERE THE ADDITION OF SOIL IS NOT FEASIBLE; A FAVORABLE PH RANGE FOR PLANT GROWTH. IF THE SOIL IS SO ACIDIC THAT A PH RANGE OF 6.0 TO 7.0 CANNOT BE ATTAINED BY ADDITION OF PH-MODIFYING MATERIALS, THEN THE SOIL IS CONSIDERED AN UNSUITABLE ENVIRONMENT FOR PLANT ROOTS, AND FURTHER SOIL MODIFICATION IS REQUIRED; FREE FROM TOXIC AMOUNTS OF MATERIALS HARMFUL TO PLANT GROWTH; AND FREE FROM EXCESSIVE QUANTITIES OF ROOTS, BRANCHES, LARGE STONES, LARGE CLODS OF EARTH, OR TRASH OF ANY KIND. CLODS AND STONES MAY BE LEFT ON SLOPES STEEPER THAN 3H:1V IF THEY DO NOT SIGNIFICANTLY IMPEDE GOOD SEED-TO-SOIL CONTACT. IF ANY OF THESE CRITERIA CANNOT BE MET (I.E., IF THE EXISTING SOIL IS TOO COARSE, DENSE, SHALLOW, ACIDIC, OR CONTAMINATED TO FOSTER VEGETATION), APPLY TOPSOIL IN ACCORDANCE WITH TOPSOILING (C-SSM-02). INSTALL THE NECESSARY STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES BEFORE SEEDING. CARRY OUT GRADING ACCORDING TO THE APPROVED PLAN. ROUGHEN SURFACES IN ACCORDANCE WITH SURFACE ROUGHENING (C-SSM-03). SOIL CONDITIONERS AND AMENDMENTS AT SEEDING TO MODIFY THE TEXTURE, STRUCTURE, OR DRAINAGE CHARACTERISTICS OF A SOIL, THE FOLLOWING MATERIALS MAY BE ADDED. ANY PRODUCT LABELED AS A SOIL CONDITIONER, HORTICULTURAL GROWING MEDIUM, LIMING MATERIAL OR FERTILIZER IN VA MUST BE APPROVED BY VDACS. PEAT: PEAT IS A VERY COSTLY CONDITIONER BUT WORKS WELL. IF ADDED, USE SPHAGNUM MOSS PEAT, HYPNUM MOSS PEAT, REED-SEDGE PEAT, OR PEAT HUMUS FROM FRESHWATER SOURCES. SHRED AND CONDITION PEAT IN STORAGE PILES FOR AT LEAST 6 MONTHS AFTER EXCAVATION. USE A WETTING AGENT UNLESS AGED PEAT IS AVAILABLE. SAND: USE SAND THAT IS CLEAN AND FREE OF TOXIC MATERIALS. SAND MODIFICATION IS INEFFECTIVE UNLESS ADDED AT A RATE OF 80 TO 90 PERCENT BY VOLUME, WHICH IS EXTREMELY DIFFICULT TO ACHIEVE ONSITE. IF THIS PRACTICE IS CONSIDERED, CONSULT A PROFESSIONAL AUTHORITY TO ENSURE THAT IT IS CONDUCTED PROPERLY. ANIMAL MANURE: ANY APPLICATION OF ANIMAL MANURES MUST FOLLOW APPLICABLE VDEQ WASTE MANAGEMENT REGULATIONS AND MAY BE SUBJECT TO VA DCR NUTRIENT MANAGEMENT PLANNING (NMP) GUIDANCE. FULLY COMPOSTED (PER CRITERIA IN C-SSM-04) MANURE PRODUCTS CAN BE UTILIZED AS SOIL CONDITIONERS WITH INPUT FROM A WASTE MANAGEMENT PROFESSIONAL. ROTTED SAWDUST OR WOOD WASTE MATERIALS: THOROUGHLY ROTTED SAWDUST OR STABILIZED WOOD WASTE MATERIALS THAT IS FREE OF STICKS, STONES AND TOXIC MATERIALS MAY BE USED AS A SOIL CONDITIONER, BUT MAY REQUIRE ADDITIONAL N FERTILIZER TO OFFSET HIGH C:N RATIO LIMITATIONS BASED ON INPUT FROM A WASTE MANAGEMENT PROFESSIONAL. BIOSOLIDS: UTILIZATION OF BIOSOLIDS (TREATED SEWAGE SLUDGE) IS A PROVEN BENEFICIAL PRACTICE FOR A WIDE RANGE OF AGRICULTURAL AND DISTURBED LAND REMEDIATION AND REVEGETATION PRACTICES. ALL LAND APPLICATION OF BIOSOLIDS IS REGULATED BY VDEQ ON A PRODUCER X SITE-SPECIFIC APPLICATION BASIS IN CONFORMANCE WITH USEPA PART 503 REGULATIONS. CONFORMANCE WITH DCR NUTRIENT MANAGEMENT PLANNING (NMP) CRITERIA IS ALSO GENERALLY REQUIRED. CERTAIN BIOSOLIDS PRODUCTS (CLASS A; EQ) HAVE BEEN TREATED, PROCESSED AND TESTED TO AN EXTENT THAT THEY ARE AVAILABLE FOR GENERAL USE WITHOUT A SITE-SPECIFIC PERMIT. BIOSOLIDS ARE AN EFFECTIVE SOIL AMENDMENT THAT CAN SUPPLY ORGANIC MATTER AND ESSENTIAL MACRO/MICRONUTRIENTS WHEN APPLIED AND UTILIZED PROPERLY. APPLICATION RATES MAY VARY FROM < 5 TO 35 DRY TONS PER ACRE PER DEPENDING ON SITE-SPECIFIC SOIL CONDITIONS AND NUTRIENT MANAGEMENT/LOSS CONSIDERATIONS. CERTAIN COMPOSTED PRODUCTS ALSO CONTAIN BIOSOLIDS AND ARE AVAILABLE FOR USE AS A REVEGETATION SOIL AMENDMENT. LIME DETERMINE LIME NEEDS BY SOIL TESTS, WHICH MAY BE PERFORMED BY THE COOPERATIVE EXTENSION SERVICE SOIL TESTING LABORATORY AT VIRGINIA POLYTECHNIC INSTITUTE AND STATE UNIVERSITY (VPI&SU) OR BY A REPUTABLE COMMERCIAL LABORATORY. INFORMATION CONCERNING THE STATE SOIL TESTING LABORATORY IS AVAILABLE FROM COUNTY EXTENSION AGENTS. REFERENCE TABLE C-SSM-10-10 FOR LIMING APPLICATIONS NEEDED TO CORRECT UNDESIRABLE PH FOR VARIOUS SOIL TYPES. UNDER UNUSUAL CONDITIONS, WHERE IT IS NOT POSSIBLE TO OBTAIN A SOIL TEST, APPLY AN AGRICULTURAL GRADE OF LIMESTONE AT THE FOLLOWING RATES. COASTAL PLAIN — 2 TONS/ACRE (90 LBS./1,000 FT2) PIEDMONT AND APPALACHIAN REGION — 2 TONS/ACRE (90 LBS./1,000 FT2) LIMING MATERIALS SHOULD BE LABELED AND APPROVED BY VDACS. OPERATIONS AND MAINTENANCE CONSIDERATIONS: EVEN WITH CAREFUL, WELL-PLANNED SEEDING OPERATIONS, FAILURES CAN OCCUR. WHEN PLANTS HAVE NOT GERMINATED ON AN AREA OR HAVE DIED, RESEED THESE AREAS IMMEDIATELY TO PREVENT EROSION DAMAGE. HOWEVER, IT IS EXTREMELY IMPORTANT TO DETERMINE WHY GERMINATION FAILED AND TAKE ANY CORRECTIVE ACTION NECESSARY BEFORE RESEEDING THE AREA. HEALTHY VEGETATION IS THE MOST EFFECTIVE EROSION CONTROL AVAILABLE. FERTILIZER DETERMINE FERTILIZER NEEDS BY SOIL TESTS, WHICH MAY BE PERFORMED BY THE COOPERATIVE EXTENSION SERVICE SOIL TESTING LABORATORY AT VPI&SU (HTTPS://WWW.SOILTEST.VT.EDU/) OR BY A REPUTABLE COMMERCIAL LABORATORY. INFORMATION CONCERNING THE SOIL TESTING LABORATORY IS AVAILABLE FROM COUNTY EXTENSION AGENTS. ALL FERTILIZER MATERIALS SHOULD BE VDACS APPROVED AND LABELED. UNDER UNUSUAL CONDITIONS, WHERE IT IS NOT POSSIBLE TO OBTAIN A SOIL TEST, APPLY A FERTILIZER AT THE FOLLOWING RATES. MIXED GRASSES & LEGUMES: 1,000 LBS./ACRE (23 LBS./1,000 FT2) OF 10-20-10 (N-P2O5-K2O) OR EQUAL. THESE RATES APPLY TO ESTABLISHMENT NEEDS ONLY AND SUBSEQUENT POST-ESTABLISHMENT FERTILIZATION WITH N WILL BE REQUIRED FOR PURE GRASS STANDS OR STANDS WHERE AT LEAST A 25% LEGUME COMPONENT DOES NOT PERSIST. FOLLOW-UP APPLICATIONS OF P2O5 MAY ALSO BE REQUIRED FOR EXPOSED FINE-TEXTURED, ACIDIC AND HIGH CLAY SUBSOIL MATERIALS. THESE SUBSOILS ARE TYPICALLY RED TO REDDISH YELLOW IN COLOR. ADDITIONAL K2O IS ALSO REQUIRED FOR FREQUENTLY MOWED STANDS OR ON VERY SANDY SOILS. ALL FERTILIZER APPLICATION SHOULD BE BASED ON SOIL TESTING BY THE VIRGINIA TECH SOIL TESTING LABORATORY OR ANOTHER DCR APPROVED LABORATORY. LEGUME STANDS ONLY: 1,000 LBS./ACRE (23 LBS./ 1,000 FT2) OF 5-20-10 IS PREFERRED 1,000 LBS./ACRE (23 LBS./ 1,000 FT2) OF 10-20-10 OR EQUAL GRASS STANDS ONLY: 1,000 LBS./ACRE (23 LBS./1,000 FT2) OF 10-20-10 OR EQUAL USE OTHER FERTILIZER FORMULATIONS, INCLUDING SLOW-RELEASE SOURCES OF NITROGEN (PREFERRED FROM A WATER QUALITY STANDPOINT), PROVIDED THESE FERTILIZERS CAN SUPPLY THE SAME AMOUNTS AND PROPORTIONS OF PLANT NUTRIENTS. INCORPORATION INCORPORATE LIME AND FERTILIZER INTO THE TOP 4 TO 6 INCHES OF THE SOIL BY DISCING OR OTHER MEANS WHENEVER POSSIBLE. FOR EROSION CONTROL, WHEN APPLYING LIME AND FERTILIZER WITH A HYDROSEEDER, APPLY TO A ROUGH, LOOSE SURFACE. SEEDING CERTIFIED SEED: USE CERTIFIED SEED FOR ALL PERMANENT SEEDING WHENEVER POSSIBLE. CERTIFIED SEED IS INSPECTED BY THE VCIA OR THE CERTIFYING AGENCY IN OTHER STATES. USE SEED THAT MEETS THE PUBLISHED STATE STANDARDS AND BEARS AN OFFICIAL “CERTIFIED SEED” LABEL (SEE SEED QUALITY CRITERIA IN ROW 2 OF THIS TABLE). LEGUME SEED: USE LEGUME SEED INOCULATED WITH THE INOCULANT APPROPRIATE TO THE SPECIES. SCARIFY SEED OF THE LESPEDEZAS AND THE CLOVERS SPECIES TO PROMOTE UNIFORM GERMINATION. APPLICATION: APPLY SEED UNIFORMLY WITH A BROADCAST SEEDER, DRILL, CULTI-PACKER SEEDER, OR HYDROSEEDER ON A FIRM, FRIABLE SEEDBED. ENSURE THE SEEDING DEPTH IS BETWEEN 0.25 TO 0.5 INCH. HYDROSEEDING: TO AVOID POOR GERMINATION RATES BECAUSE OF SEED DAMAGE DURING HYDROSEEDING, ADD 50 PERCENT MORE SEED TO THE TANK IF MACHINERY BREAKS DOWN FOR 30 MINUTES TO 2 HOURS BASED ON THE PROPORTION OF THE SLURRY REMAINING IN THE TANK. BEYOND 2 HOURS, A FULL RATE OF NEW SEED MAY BE NECESSARY. OFTEN, HYDROSEEDING CONTRACTORS PREFER NOT TO APPLY LIME IN THEIR RIGS, AS IT IS ABRASIVE. IN INACCESSIBLE AREAS, APPLY LIME SEPARATELY IN PELLETIZED OR LIQUID FORM. SURFACE ROUGHENING IS PARTICULARLY IMPORTANT WHEN HYDROSEEDING, AS A ROUGHENED SLOPE WILL PROVIDE SOME NATURAL COVERAGE OF LIME, FERTILIZER, AND SEED. APPLY INOCULANTS AT FIVE TIMES THE RECOMMENDED RATE WHEN INOCULANT IS INCLUDED IN THE HYDROSEEDER SLURRY. MULCHING MULCH ALL PERMANENT SEEDING IMMEDIATELY UPON COMPLETION OF SEED APPLICATION IN ACCORDANCE WITH MULCHING (C-SSM-11). MAINTENANCE OF NEW SEEDINGS IN GENERAL, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL IT HAS BEEN MAINTAINED FOR 1 FULL YEAR AFTER PLANTING. IRRIGATION SUPPLY NEW SEEDINGS WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY LATE IN THE SEASON, IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. CONTROL WATER APPLICATION RATES TO PREVENT EXCESSIVE RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. RESEEDING INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON IF POSSIBLE. IF VEGETATIVE COVER IS INADEQUATE TO PREVENT RILL EROSION, OVER-SEED AND FERTILIZE IN ACCORDANCE WITH SOIL TEST RESULTS. IF A STAND HAS LESS THAN 40 PERCENT COVER, RE-EVALUATE CHOICE OF PLANT MATERIALS AND QUANTITIES OF LIME AND FERTILIZER. TEST THE SOIL TO DETERMINE IF ACIDITY OR NUTRIENT IMBALANCES ARE RESPONSIBLE. RE-ESTABLISH THE STAND FOLLOWING SEEDBED PREPARATION AND SEEDING RECOMMENDATIONS. POST-ESTABLISHMENT FERTILIZATION BEGIN FERTILIZATION OF INTENSIVELY MANAGED/MOWED COOL-SEASON GRASSES 90 DAYS AFTER PLANTING TO ENSURE PROPER STAND AND DENSITY. BEGIN FERTILIZATION OF INTENSIVELY MANAGED/MOWED WARM-SEASON GRASSES AT 30 DAYS AFTER PLANTING. APPLY MAINTENANCE LEVELS OF FERTILIZER AS DETERMINED BY SOIL TEST. IN THE ABSENCE OF A SOIL TEST, CONDUCT FERTILIZATION AS FOLLOWS: COOL-SEASON GRASSES 4 LBS. NITROGEN PER 1,000 FT2 PER YEAR 1 LB. PHOSPHORUS PER 1,000 FT2 PER YEAR 2 LBS. POTASH PER 1,000 FT2 PER YEAR APPLY 75 PERCENT OF THE TOTAL REQUIREMENTS BETWEEN SEPTEMBER 1 AND DECEMBER 31. APPLY THE BALANCE DURING THE REMAINDER OF THE YEAR. DO NOT APPLY MORE THAN 1 LB. OF SOLUBLE NITROGEN PER 1,000 FT2 AT ANY ONE TIME. WARM-SEASON GRASSES APPLY 4 TO 5 LBS. NITROGEN PER 1,000 FT2 PER YEAR BETWEEN MAY 1 AND AUGUST 15. APPLY PHOSPHORUS AND POTASH ACCORDING TO SOIL TEST. NOTE: THE USE OF SLOW-RELEASE FERTILIZER FORMULATIONS FOR MAINTENANCE OF TURF IS ENCOURAGED TO REDUCE THE NUMBER OF APPLICATIONS AND THE IMPACT ON GROUNDWATER. LESS INTENSIVE POST-ESTABLISHMENT FERTILIZER APPLICATIONS MAY BE REQUIRED FOR LOW-INTENSITY UN-MOWED STANDS, PARTICULARLY WHEN AT LEAST 25% LEGUMES ARE PRESENT. HOWEVER, STAND DENSITY AND VIGOR SHOULD BE EVALUATED PERIODICALLY IF LOWER FERTILIZATION RATES ARE EMPLOYED. SOIL TESTING SHOULD BE UTILIZED FOR ROUTINE P AND K PRESCRIPTIONS OVER TIME, BUT NOT FOR N RECOMMENDATIONS. MAINTENANCE OF PH > 5.5 IS ESSENTIAL FOR BOTH GRASS AND LEGUME PERSISTENCE IN PERMANENT SEEDINGS. OTHER ADDITIVES A WIDE RANGE OF OTHER SOIL AMENDMENTS INCLUDING BYPRODUCT LIMES, DIGESTATES, BIOCHAR, AND VARIOUS PROCESSED ANIMAL MANURE PRODUCTS ARE AVAILABLE FOR UTILIZATION IN PERMANENT SEEDING APPLICATIONS. HOWEVER, USERS SHOULD ENSURE THAT ANY SOIL BULK SOIL AMENDMENT Has been approved for such use by VDACS, VDEQ or DCR and that application complies with appropriate labeling or NMP limitations.EROSION & SEDIMENT CONTROL NOTES & DETAILSC3.4 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C3.2-ECND.dwg | Plotted on 2/27/2026 1:10 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL FILTER CLOTH KEY IN 6"-9" RECOMMENDED FOR THE ENTIRE PERIMETERSECTION A-A d La 0% PLAN VIEW AA 3do do A A do PIPE OUTLET TO WELL DEFINED CHANNEL 3do (MIN.) La 0% SECTION A-A PLAN VIEW FILTER CLOTH KEY IN 6"-9" RECOMMENDED FOR THE ENTIRE PERIMETER d NOTES 1.APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2.La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING FIGURE C-ECM-15-3 AND FIGURE C-ECM-15-4 3.d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NO LESS THAN 6 INCHES. C-ECM-15-1 PIPE OUTLET CONDITIONS SOURCE: VA DSWCv1.1 STRUCTURALLY LINED APRONS OR OTHER ENERGY DISSIPATING DEVICES PLACED AT OUTLETS OF PIPES OR PAVED CHANNELS TO PROTECT THE OUTLET STUCTURE AND MINIMIZE THE POTENTIAL FOR DOWNSTREAM EROSION. OP VA SWM HANDBOOK 1.1 - STANDARD AND SPECIFICATION FOR CONSTRUCTION BMP - C-ECM-15 1.INSTALL AND STABILIZE ADEQUATE OUTLET PROTECTION BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL. 2.ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS. 3.CONSTRUCT THE RIPRAP AND GRAVEL FILTER TO CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE PLANS. 4.USE FILTER FABRIC, WHEN APPLICABLE, THAT MEETS THE DESIGN REQUIREMENTS, AND PROPERLY PROTECT FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER FABRIC OVER THE DAMAGED AREA. OVERLAP ALL CONNECTING JOINTS SO THE TOP LAYER IS ABOVE THE DOWNSTREAM LAYER A MINIMUM OF 1 FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER FABRIC. 5.RIPRAP MAY BE PLACED BY EQUIPMENT; BUT TAKE CARE TO AVOID DAMAGING THE FILTER. 6.RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. USE RIPRAP THAT IS HARD, ANGULAR, HIGHLY WEATHER-RESISTANT, FREE OF FINES, AND WELL GRADED. 7.CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT. 8.ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON. 9.IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION. WHERE RIPRAP IS GROUTED, APPLY THE FOLLOWING CONSTRUCTION SPECIFICATIONS: 1.TAKE PRECAUTIONS TO PREVENT UNCURED CONCRETE FROM COMING INTO CONTACT WITH ANY SURFACE WATERS. 2.PLACE GROUT IN A LAYER AT A THICKNESS EQUIVALENT TO THE D50 STONE SIZE OVER THE ENTIRE EXTENT OF THE APRON BEFORE ROCK PLACEMENT. 3.AFTER ROCK PLACEMENT, FILL VOID SPACES WITH GROUT INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (0.5-INCH OR GREATER) RAINFALL EVENTS TO IDENTIFY ANY EROSION AROUND OR BELOW THE RIPRAP OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY DO ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. ACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED. OUTLET PROTECTION CONSTRUCTION SPECIFICATIONS: OPERATIONS AND MAINTENANCE CONSIDERATIONS: 5 FEET APRON LENGTH A TEMPORARY SEDIMENT TRAP IS A TEMPORARY PONDING BASIN FORMED BY CONSTRUCTING AN EMBANKMENT, OFTEN EARTHEN OR COMPOSED OF COMPOST FILTER SOCK, WITH A STONE OUTLET. TEMPORARY SEDIMENT TRAP VA SWM HANDBOOK 1.1 - STANDARD AND SPECIFICATION FOR CONSTRUCTION BMP - C-SCM-11 ST CROSS SECTION OF OUTLET 1.0'2:12:1(EXCAVATED) 67 CU. YD./ACRE 67 CU. YD./ACRE VARIABLE *1' * SEE PLATE 3.13-1 VARIABLE * VARIABLE *ORIGINAL GROUND ELEV. FILTER CLOTH ORIGINAL GROUND ELEV. CLASS I RIPRAP COURSE AGGREGATE** 4' MAX OUTLET (PERSPECTIVE VIEW) EXCAVATED AREA ** COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE ** DIVERSION DIKE LENGTH (IN FEET)= 6 X DRAINAGE AREA (IN ACRES) CLASS I RIPRAP FILTER CLOTH C-SCM-11-2 TEMPORARY SEDIMENT TRAP SOURCE: VA. DSWCv1.1 CONSTRUCTION SPECIFICATIONS: 1. CLEAR, GRUB, AND STRIP ANY VEGETATION AND ROOT MAT FROM THE AREA UNDER THE EMBANKMENT. 2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS OR OTHER WOODY VEGETATION, ORGANIC MATERIAL, LARGE STONES, AND OTHER OBJECTIONABLE MATERIAL. CONSTRUCT THE EMBANKMENT IN 6-INCH LAYERS COMPACTED BY TRAVERSING WITH CONSTRUCTION EQUIPMENT. 3. SEED THE EARTHEN EMBANKMENT WITH TEMPORARY SEEDING (BMP C-SCM-09) OR PERMANENT SEEDING (BMP C-SCM-10) IMMEDIATELY AFTER INSTALLATION. 4. CARRY OUT CONSTRUCTION OPERATIONS TO MINIMIZE EROSION AND WATER POLLUTION. 5. REMOVE THE STRUCTURE AND STABILIZE ITS AREA WHEN THE UPSLOPE DRAINAGE AREA HAS BEEN STABILIZED. 6. ENSURE THAT ALL CUT AND FILL SLOPES ARE CONSTRUCTED WITH 2H:1V SIDE SLOPES OR FLATTER. 1.REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN VOLUME OF THE WET STORAGE. DEPOSIT SEDIMENT REMOVED FROM THE TRAP IN A SUITABLE AREA SO THAT THE PLACED MATERIAL WILL NOT ERODE AND CAUSE SEDIMENTATION. 2.REGULARLY CHECK FILTER STONE TO ENSURE THAT FILTRATION PERFORMANCE IS MAINTAINED. REMOVE AND CLEAN OR REPLACE STONE CHOKED WITH SEDIMENT. REPLACE STONE THAT HAS BEEN DISPLACED WITHIN THE EMBANKMENT OR OUTLET. 3.REGULARLY CHECK THE STRUCTURE TO ENSURE THAT THE EMBANKMENT AND OUTLET ARE STRUCTURALLY SOUND AND HAVE NOT BEEN DAMAGED BY EROSION OR CONSTRUCTION EQUIPMENT. RESTORE DAMAGED EMBANKMENTS AND/OR OUTLETS TO DESIGN CONDITIONS. CHECK THE HEIGHT OF THE STONE OUTLET TO ENSURE THAT ITS CENTER IS AT LEAST 1 FOOT BELOW THE TOP OF THE EMBANKMENT. 4.REPAIR OR REPLACE ANY DAMAGED COMPOST FILTER SOCKS USED IN THE COMPOST FILTER SOCK SEDIMENT TRAP. OPERATIONS AND MAINTENANCE CONSIDERATIONS: "J" "K" "C" "D" "E" "F" VOL. "A" DRY STORAGE VOL. "B" WET STORAGE "I"EROSION & SEDIMENT CONTROL NOTES & DETAILSC3.5 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C3.2-ECND.dwg | Plotted on 2/27/2026 1:10 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 WHERE DRIPLINE IS LESS THAN 5' DRIP LINE PROTECTIVE DEVICE MAXIMUM LIMITS OF CLEARING AND GRADING PROPOSED GRADING MIN. 5' C-SSM-01-1 CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES SOURCE: FAIRFAX CO., VA. PUBLIC FACILITIES MANUALv1.1 CORRECT METHODS OF TREE FENCING TRIANGULAR BOARD FENCE CORRECT TRUNK ARMORING DRIP LINE SNOW FENCE BOARD FENCE PLASTIC FENCE CORD FENCE C-SSM-01-2 FENCING AND ARMORING SOURCE: VA. DSWCv1.1 TP TREE PRESERVATION AND PROTECTION IS THE PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER TYPES OF INJURY DURING LAND DISTURBANCE AND CONSTRUCTION. TREE PRESERVATION AND PROTECTION C-SSM-01: CONSTRUCTION SPECIFICATIONS: 1.GROUPS OF TREES AND INDIVIDUAL TREES SELECTED FOR RETENTION SHOULD BE ACCURATELY LOCATED ON THE PLAN AND DESIGNATED AS “TREE(S) TO BE SAVED.” INDIVIDUAL SPECIMENS THAT ARE NOT PART OF A TREE GROUP SHOULD ALSO BE IDENTIFIED BY SPECIES AND DIAMETER ON THE PLAN. THE BOUNDARY OF THE TREE PROTECTION ZONE FOR BOTH GROUPS AND INDIVIDUAL TREES SHOULD BE CLEARLY AND CONSPICUOUSLY DEPICTED ON THE GRADING AND E&S PLANS. TREE PROTECTION ZONES SHOULD ALWAYS BE OUTSIDE OF THE LIMITS OF GRADING. 2.AT A MINIMUM, THE LIMITS OF CLEARING SHOULD BE LOCATED OUTSIDE THE DRIP LINE OF ANY TREE TO BE RETAINED AND, IN NO CASE, CLOSER THAN 5 FEET TO THE TRUNK OF ANY TREE (SEE FIGURE C-SSM-01-1). 3.MARKING: BEFORE THE PRE-CONSTRUCTION CONFERENCE, INDIVIDUAL TREES AND STANDS OF TREES TO BE RETAINED WITHIN THE LIMITS OF CLEARING SHOULD BE MARKED AT A HEIGHT VISIBLE TO EQUIPMENT OPERATORS. ACCORDING TO THE VIRGINIA DEPARTMENT OF FORESTRY, A DIAGONAL SLASH OF BRIGHTLY COLORED PAINT APPROXIMATELY 8 TO 10 INCHES LONG IS A COMMON PRACTICE WHERE AN ACCIDENTAL OR PURPOSEFUL ALTERATION OF THE PROPER MARKINGS IS A CONCERN. IN MOST SITUATIONS, SUCH AS IN AN AREA DESIGNATED FOR FORMAL LANDSCAPING, A SURVEYOR'S RIBBON OR A SIMILAR MATERIAL APPLIED AT A REASONABLE HEIGHT ENCIRCLING THE TREE WILL SUFFICE. 4.PRE-CONSTRUCTION CONFERENCE: DURING ANY PRE-CONSTRUCTION CONFERENCE, TREE PRESERVATION AND PROTECTION MEASURES SHOULD BE REVIEWED WITH THE CONTRACTOR AS THEY APPLY TO THAT SPECIFIC PROJECT. 5.EQUIPMENT OPERATION AND STORAGE: HEAVY EQUIPMENT, VEHICULAR TRAFFIC, OR STOCKPILES OF ANY CONSTRUCTION MATERIALS (INCLUDING TOPSOIL) SHOULD NOT BE PERMITTED WITHIN THE DRIP LINE OF ANY TREE TO BE RETAINED. TREES BEING REMOVED SHOULD NOT BE FELLED, PUSHED, OR PULLED INTO TREES BEING RETAINED. EQUIPMENT OPERATORS SHOULD NOT CLEAN ANY PART OF THEIR EQUIPMENT BY SLAMMING IT AGAINST THE TRUNKS OF TREES TO BE RETAINED. 6.FIRES: FIRES SHOULD NOT BE PERMITTED WITHIN 100 FEET FROM THE DRIP LINES OF ANY TREES TO BE RETAINED. FIRES SHOULD BE LIMITED IN SIZE TO PREVENT ADVERSE EFFECTS ON TREES AND KEPT UNDER SURVEILLANCE. FIGURE C-SSM-01-1 CONSTRUCTION OPERATIONS RELATIVE TO PROTECTED TREE LOCATION 7.STORAGE AND DISPOSAL OF TOXIC MATERIALS: NO TOXIC MATERIALS SHOULD BE STORED CLOSER THAN 100 FEET TO THE DRIP LINES OF ANY TREES TO BE RETAINED. PAINT, ACID, NAILS, GYPSUM BOARD, WIRE, CHEMICALS, FUELS, AND LUBRICANTS SHOULD NOT BE DISPOSED OF IN SUCH A WAY AS TO INJURE VEGETATION. 8.FENCING AND ARMORING (FIGURE C-SSM-01-2): ANY DEVICE MAY BE USED THAT WILL EFFECTIVELY PROTECT THE ROOTS, TRUNKS, AND TOPS OF TREES RETAINED ON THE SITE. HOWEVER, TREES TO BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR EXCAVATION SHOULD BE PROTECTED BY FENCING. PERSONNEL SHOULD BE INSTRUCTED TO HONOR PROTECTIVE DEVICES. THE DEVICES DESCRIBED ARE SUGGESTED ONLY AND ARE NOT INTENDED TO EXCLUDE THE USE OF OTHER DEVICES THAT WILL PROTECT THE TREES TO BE RETAINED. OPERATION AND MAINTENANCE CONSIDERATIONS: SOIL AERATION IF THE SOIL HAS BECOME COMPACTED OVER THE ROOT ZONE OF ANY TREE, THE GROUND SHOULD BE AERATED BY PUNCHING HOLES WITH AN IRON BAR. THE BAR SHOULD BE DRIVEN 1 FOOT DEEP AND THEN MOVED BACK AND FORTH UNTIL THE SOIL IS LOOSENED. THIS PROCEDURE SHOULD BE REPEATED EVERY 18 INCHES UNTIL ALL THE COMPACTED SOIL BENEATH THE CROWN OF THE TREE HAS BEEN LOOSENED. REPAIR OF DAMAGE A.ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE RETAINED ON THE SITE SHOULD BE REPAIRED IMMEDIATELY. B.WHEN MAJOR ROOT OR BARK DAMAGE OCCURS, REMOVE SOME FOLIAGE TO REDUCE THE DEMAND FOR WATER AND NUTRIENTS. C.DAMAGED ROOTS SHOULD IMMEDIATELY BE CUT OFF CLEANLY INSIDE THE EXPOSED OR DAMAGED AREA. PAINT CUT SURFACES WITH APPROVED TREE PAINT AND SPREAD MOIST PEAT MOSS, BURLAP, OR TOPSOIL OVER THE EXPOSED AREA. D.TO TREAT BARK DAMAGE, CAREFULLY CUT AWAY ALL LOOSENED BARK BACK INTO THE UNDAMAGED AREA, TAPER THE CUT AT THE TOP AND BOTTOM, AND PROVIDE DRAINAGE AT THE BASE OF THE WOUND (FIGURE C-SSM-01-8). E.ALL TREE LIMBS DAMAGED DURING CONSTRUCTION OR REMOVED FOR ANY OTHER REASON SHOULD BE CUT OFF ABOVE THE COLLAR AT THE PRECEDING BRANCH JUNCTION (FIGURE C-SSM-01-8). F.CARE FOR SERIOUS INJURIES SHOULD BE PRESCRIBED BY A FORESTER OR A TREE SPECIALIST. FERTILIZATION BROADLEAF TREES THAT HAVE BEEN STRESSED OR DAMAGED SHOULD RECEIVE A HEAVY APPLICATION OF FERTILIZER TO AID THEIR RECOVERY. A.TREES SHOULD BE FERTILIZED IN THE LATE FALL (AFTER OCTOBER 1) OR THE EARLY SPRING (FROM THE TIME FROST IS OUT OF THE GROUND UNTIL MAY 1). FALL APPLICATIONS ARE PREFERRED, AS THE NUTRIENTS WILL BE MADE AVAILABLE OVER A LONGER PERIOD. B.FERTILIZER SHOULD BE APPLIED TO THE SOIL OVER THE FEEDER ROOTS (SEE FIGURE C-SSM-01-9). IN NO CASE SHOULD IT BE APPLIED CLOSER THAN 3 FEET FROM THE TRUNK. THE ROOT SYSTEMS OF CONIFERS EXTEND SOME DISTANCE BEYOND THE DRIP LINE. INCREASE THE AREA TO BE FERTILIZED BY ONE FOURTH THE AREA OF THE CROWN. C.FERTILIZER SHOULD BE APPLIED USING APPROVED FERTILIZATION METHODS AND EQUIPMENT. D.FORMULATIONS AND APPLICATION RATES SHOULD CONFORM TO THE GUIDELINES PROVIDED IN TABLE C-SSM-01-4. MAINTAIN A GROUND COVER OF ORGANIC MULCH AROUND TREES SUFFICIENT TO PREVENT EROSION, PROTECT ROOTS, AND HOLD WATER.EROSION & SEDIMENT CONTROL NOTES & DETAILSC3.6 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C3.2-ECND.dwg | Plotted on 2/27/2026 1:10 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 CLEANOUT TOP = 732.64 6" PVC INV. OUT = 726.06 CLEANOUT TOP = 730.59 6" PVC INV. IN = 725.96 8" PVC INV. OUT = 725.93 CLEANOUT TOP = 726.41 6" PVC INV. OUT = 720.98 CLEANOUT TOP = 726.33 6" PVC INV. IN = 720.91 6" PVC INV. OUT = 720.91 FREDERICK COUNTY VIRGINIA SHERANDO PARK OUTDOOR FITNESS GYM. 553 LINE DR. D.B. 440 P.G. 421 TAX # 86-A-135 AREA: 88.68 AC ZONING: RA USE: PUBLIC PARKS AND PLAYGROUNDS PARK RESTROOMS CON C R E T E S I D E W A L K ASPHALT ASPHALT 6" PVC 8" PVC6" PVCGRASS GRASS EOIEOI LODLODLODLODLODLODLODLODLOD LOD LO D L O D LIMITS OF DISTURBANCE = 0.90 ACLOD LODLODLODLODLODLODLODLOD LOD LO D L O D R5'R13' R15'R5'R5'R37'R5' R611' R5'R28'R25'R216'R5'R8' R25'R72'R2'R 2 5 ' R5'5'5'22'24'20' 20'9'9'9'9.68'24'4A 10 2 3 9 17 11 2 5 6 5' PARKING SETBACK50' BLDG SETBACK10' P A R K I N G S E T B A C K 60' B L D G S E T B A C K 7 3 1 1 1 1 1 4C 4B 4A 4B 8 9 9 9 11 11 11 LINE DR 2 3 1 SITE LAYOUT NOTE KEY VDOT CG-6 CURB AND GUTTER CONCRETE WHEEL STOPS (TYP) CG-6R REVERSE CURB AND GUTTER (DETAILS FOR ALL KEYNOTED ITEMS ON SHEET C1.2, UNLESS NOTED OTHERWISE) SEE PAVEMENT LEGEND 1 2 3 4 4' CURB CUT W/ RIP-RAP5 BIO-RETENTION A (LEVEL 1)6 GRAVEL DIAPHRAGM7 RIPRAP OUTLET PROTECTION (SEE DETAIL SHEET C3.5)8 TAPERED CURB9 TRAFFIC SIGNAGE10 2' GRADED SHOULDER (21-B AGGREGATE)11 PAVEMENT LEGEND LIGHT DUTY ASPHALT PAVEMENT4A HEAVY DUTY ASPHALT PAVEMENT4B BIORETENTION4C MILL & OVERLAY4D CURB LEGEND TRANSITION CURB CG-6R (REVERSE CURB AND GUTTER)SITE LAYOUT & GEOMETRY PLANC4.0 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C4.0-LAYO.dwg | Plotted on 2/27/2026 1:11 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 0 SCALE 1"=20' 40'20'NAD 83SITE PLAN NOTES: 1.FUTURE DEVELOPMENT OF BUILDINGS OR FACILITY SHALL REQUIRE FIRE APPARATUS ACCESS ROADS PER FREDERICK COUNTY FIRE PREVENTION CODE. 729 730 728727726725724730 731 7 3 2 73 2 7 3 3 7 3 4 733732 731 730 731 732 721722 723723722721 721 7327317237 2 4 725726727728729730LIMITS OF TOPOGRAPHIC SURVEY CLEANOUT TOP = 732.64 6" PVC INV. OUT = 726.06 CLEANOUT TOP = 730.59 6" PVC INV. IN = 725.96 8" PVC INV. OUT = 725.93 CLEANOUT TOP = 726.41 6" PVC INV. OUT = 720.98 CLEANOUT TOP = 726.33 6" PVC INV. IN = 720.91 6" PVC INV. OUT = 720.91 FREDERICK COUNTY VIRGINIA SHERANDO PARK OUTDOOR FITNESS GYM. 553 LINE DR. D.B. 440 P.G. 421 TAX # 86-A-135 AREA: 88.68 AC ZONING: RA USE: PUBLIC PARKS AND PLAYGROUNDS PARK RESTROOMS CON C R E T E S I D E W A L K ASPHALT ASPHALT 6" PVC 8" PVC6" PVCGRASS GRASS UGP UGPUGPUGPUGPUGPUGPUGPEOIEOI LODLODLODLODLODLODLODLODLOD LOD LO D L O D 720725LIMITS OF DISTURBANCE = 0.90 ACLOD LODLODLODLODLODLODLODLOD LOD LO D L O D 2 3 16" PERFORATED PVC10" HDPE 6" PERFORATED PVC 6" PERFORATED PVC 725730726727728729725730724726727728729731730 728729731 73072973172872572672772572473072 7 72 8 7 2 9 73173272 7 72 8 729 72 6 724 725 726727728 726727726 727 727 726 725 723724LINE DR TC 730.45' TC-FL 727.66' TC-FL 727.66' TC 725.19' TC-FL 724.01' EX GND 730.49' TC 730.41' TC 729.61' TC 729.04' TC 728.81' TC 728.49' TC 729.12' TC 727.23'TC 725.31' TC 730.95' TC 731.66' TC 731.57' TC 730.37' TC 730.17' TC 731.69' TC 731.47' TC 726.58' EP 723.84' TC 724.53' EP 727.66' EP 727.66' TC 727.78' TC 727.78' EP 725.06' EP 723.84' EP 731.00' TC 731.93' TC 727.30' TC 726.86' TC 732.30' TC 732.10' TC 726.91' TC 726.83' TC 726.48' EP 730.31' EP 727.32' TC 726.80' TC 730.73' TC 730.64' TC 727.65' GND 729.89' GND 727.16' GND 724.90' GND 723.68' CURB LEGEND TRANSITION CURB CG-6R (REVERSE CURB AND GUTTER)UTILITY & GRADING PLANC5.0 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C5.0-GRAD.dwg | Plotted on 2/27/2026 1:11 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 0 SCALE 1"=20' 40'20'NAD 83GRADING PLAN NOTES: 1.NO EXCAVATION IN THE AREAS OF EXISTING UTILITIES IS PERMITTED UNLESS THEIR LOCATION HAS BEEN DETERMINED. CALL MISS UTILITY" AT 1-800-552-7001, 48 HOURS PRIOR TO WORK. 2.CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF EXCESS SOIL OR MATERIALS AT AN APPROVED LOCATION IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. 729 730 728727726725724730 731 7 3 2 73 2 7 3 3 7 3 4733 732 731 730 731 732 721722723723722721 721 7327317237 2 4 725726727728729730LIMITS OF TOPOGRAPHIC SURVEY CLEANOUT TOP = 732.64 6" PVC INV. OUT = 726.06 CLEANOUT TOP = 730.59 6" PVC INV. IN = 725.96 8" PVC INV. OUT = 725.93 CLEANOUT TOP = 726.41 6" PVC INV. OUT = 720.98 CLEANOUT TOP = 726.33 6" PVC INV. IN = 720.91 6" PVC INV. OUT = 720.91 FREDERICK COUNTY VIRGINIA SHERANDO PARK OUTDOOR FITNESS GYM. 553 LINE DR. D.B. 440 P.G. 421 TAX # 86-A-135 AREA: 88.68 AC ZONING: RA USE: PUBLIC PARKS AND PLAYGROUNDS PARK RESTROOMS CON C R E T E S I D E W A L K ASPHALT ASPHALT 6" PVC 8" PVC6" PVCGRASS GRASS UGPUGPUGPEOIEOI LODLODLODLODLO D 720725715LIMITS OF DISTURBANCE = 0.90 AC LODLODLODLODLO D LINE DR POA-1 ONSITE AREA TO POA-1 (AREA 1) DA = 0.90 AC CN = 81 100 LF (A-B) GRASS SHEET FLOW @ 4.23% 284 LF (B-C) CHANNEL FLOW @ 3.00% 108 LF (E-F) CHANNEL FLOW @ 2.40% A B E F C D 100 LF (C-D) GRASS SHEET FLOW @ 1.76% 620 LF (D-E) CHANNEL FLOW @ 2.00% OFFSITE AREA TO POA-1 (AREA 2) DA = 8.40 AC CN = 81 -3.05%SWM PRE-DEVELOPMENT DIVIDESC6.0 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C7.0-PRE.dwg | Plotted on 2/27/2026 1:12 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 SCALE 1"=50' 100'50'0 NAD 83 729 730 728727726725724730 731 7 3 2 73 2 7 3 3 7 3 4733 732 731 730 731 732 721722723723722721 721 7327317237 2 4 725726727728729730LIMITS OF TOPOGRAPHIC SURVEY CLEANOUT TOP = 732.64 6" PVC INV. OUT = 726.06 CLEANOUT TOP = 730.59 6" PVC INV. IN = 725.96 8" PVC INV. OUT = 725.93 CLEANOUT TOP = 726.41 6" PVC INV. OUT = 720.98 CLEANOUT TOP = 726.33 6" PVC INV. IN = 720.91 6" PVC INV. OUT = 720.91 FREDERICK COUNTY VIRGINIA SHERANDO PARK OUTDOOR FITNESS GYM. 553 LINE DR. D.B. 440 P.G. 421 TAX # 86-A-135 AREA: 88.68 AC ZONING: RA USE: PUBLIC PARKS AND PLAYGROUNDS PARK RESTROOMS CON C R E T E S I D E W A L K ASPHALT ASPHALT 6" PVC 8" PVC6" PVCGRASS GRASS UGPUGPUGPEOIEOI LODLODLODLODLO D LIMITS OF DISTURBANCE = 0.90 AC LODLODLODLODLO D 2 3 16" PERFORATED PVC10" HDPE 6" PERFORATED PVC 6" PERFORATED PVC 725730726727728729725730724726727728729731730 728729731 73072973172872572672772572473072 7 72 8 7 2 9731732 72 772 8 729 72 6 724725 726727728 726727726 727 727 726725 723724 720725715POA-1 ONSITE AREA TO POA-1 (AREA 1) (UNDETAINED) DA = 0.55 AC CN = 88 108 LF (E-F) CHANNEL FLOW @ 2.40% E F C D 100 LF (C-D) GRASS SHEET FLOW @ 1.76% 620 LF (D-E) CHANNEL FLOW @ 2.00% OFFSITE AREA TO POA-1 (AREA 2) (UNDETAINED) DA = 8.22 AC CN = 81 A B ONSITE AREA TO POA-1 (AREA 1A) (DETAINED) DA = 0.35 AC CN = 96 OFFSITE AREA TO POA-1 (AREA 2A) (DETAINED) DA = 0.18 AC CN = 98 LINE DR SWM POST-DEVELOPMENT DIVIDESC6.1 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C7.1-POST.dwg | Plotted on 2/27/2026 1:12 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 SCALE 1"=50' 100'50'0 NAD 83 732731LODLODLODLOD728729726727724 725 726 727 726727726727 727 726725 7237242 3 16" PERFORATED PVC10" HDPE BIORETENTION FACILITY (SEE SHEETS C7.3-C7.4) 715 720 725 730 735 715 720 725 730 735 722.4724.5725.3726.0726.7722.37724.48725.32726.05726.74-0+50 0+00 0+50 1+00 1+50 STORM PROFILE (BIORETENTION A) HORZ: 1" = 50' VERT: 1" = 5' PROP GRADE EX GRADE 59.63' OF 6" PERFORATED PVC @ 0.00% 3: 6 '' Cleanout STA 0+87.77 TOP 725.99 INV OUT 722.75 (2) 2: 10" Nyloplast Circular Dome STA 0+28.14 TOP 726.50 INV IN 722.75 (3) INV OUT 722.75 (1) 28.14' OF 10" HDPE @ 2.59% 1: ES-1 for 10 inch HDPE Pipe STA 0+00.00 TOP 723.35 INV IN 722.02 (2) ELEV 722.50 BOTTOM OF UNDERDRAIN STONE ELEV 722.75 6" PERFORATED UNDERDRAIN BOTTOM OF GRAVEL ELEV 723.67 TOP OF GRAVEL ELEV 724.00 TOP OF CHOKING LAYER ELEV 726.00 TOP OF BIORETENTION MEDIA ELEV 726.25 TOP OF MULCH (3" SHREDDED HARDWOOD) ELEV 726.50 TOP OF 6" PONDING DEPTH ELEV 726.63 TOP OF 10-YR WSEL ELEV 727.50 TOP OF EMBANKMENT RIPRAP OUTLET PROTECTION (SEE SHEET C3.5) 1" ORIFICE 10-YR HGL SWM PLAN, NARRATIVE, & COMPUTATIONSC6.2 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C7.2-SWM.dwg | Plotted on 2/27/2026 1:13 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 0 SCALE 1"=10' 20'10'NAD 83STORMWATER MANAGEMENT NARRATIVE: THE PROJECT IS LOCATED ON A FAIRLY DEVELOPED PUBLIC PARK LAND. MOST PARTS OF THE PARK ARE DEVELOPED WITH SOME VACANT GRASS AREAS. THE SITE IS LOCATED EAST OF WARRIOR DRIVE AND AT THE TERMINAL END OF LINE DRIVE. THE NEW CONSTRUCTION INCLUDES THE EXPANSION OF THE EXISTING PARKING LOT ALONG WITH SUPPORTING INFRASTRUCTURE SUCH AS STORM AND LIGHTING UTILITY. THE TOTAL SITE DISTURBANCE IS 0.90 AC AND THE STORMWATER MANAGEMENT HAS BEEN DESIGNED IN ACCORDANCE WITH THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK AND FREDERICK COUNTY CODE. THE EXISTING SITE IS BROKEN OUT INTO ONE DISTINCT DRAINAGE AREAS. THIS AREA GENERALLY DRAINS TOWARDS THE SOUTHEAST WHERE IT ENTERS AN EXISTING CHANNEL AND DISCHARGES INTO THE EXISTING OUTFALL. THE PROPOSED DEVELOPMENT HONORS THE NATURAL DIVIDES. STORMWATER MANAGEMENT FOR THIS SITE HAS BEEN DESIGNED USING THE TR-55 SCS METHOD. THE HYDROCAD HYDROGRAPHS EXTENSION PROGRAM, WHICH UTILIZES THE SCS METHOD, HAS BEEN USED TO ROUTE THE 1, 2 AND 10 YEAR STORMS FOR THE BIORETENTION FACILITY. A COMBINATION OF A SITE VISIT, FREDERICK COUNTY GIS TOPOGRAPHY, AND GIS SHAPE FILES WERE USED IN THE STORMWATER MANAGEMENT STUDY. CHANNEL PROTECTION AND FLOOD PROTECTION (POA-1) "POA-1" REPRESENTS THE SOUTHERN OUTFALL POINT OF THE PROPOSED IMPROVEMENTS AND HAS BEEN ESTABLISHED IN ORDER TO ANALYZE THE POST DEVELOPMENT RUNOFF TO ENSURE OUTFALL ADEQUACY. THE PRE-DEVELOPMENT DIVIDES AND ASSOCIATED COMPUTATIONS CAN BE FOUND ON SHEET C6.0. THE POST-DEVELOPMENT DIVIDES AND CALCULATIONS CAN BE FOUND ON SHEETS C6.1. THE CHANNEL PROTECTION CRITERIA FOR THIS SITE HAS BEEN MET WITH 9VAC25-875-600B.3a, IN WHICH THE SITE MEETS THE POST-DEVELOPMENT ALLOWABLE PEAK FLOW RATE FROM THE 1-YEAR 24-HOUR STORM EVENT FOR ALL CONTRIBUTING SITE AREA HAS BEEN CALCULATED USING THE ENERGY BALANCE EQUATION USING AN IMPROVEMENT FACTOR OF 0.90. THE 1-YEAR PEAK DISCHARGE REQUIRED BY THE ENERGY BALANCE EQUATION TO POA-1 IS 5.83 CFS. PLEASE SEE THE FLOW SUMMARY TABLE ON THIS SHEET. THE POST DEVELOPED RUNOFF IS CONVEYED TO THIS POINT BY CONCENTRATED RUNOFF FROM A CHANNEL. FOR THE PURPOSES OF THIS PLAN, A DOWNSTREAM ANALYSIS WAS PERFORMED DOWNSTREAM IN WHICH THE DOWNSTREAM END REPRESENTS "POA-1." THE 1-YEAR POST DEVELOPMENT FLOW IS 5.80 CFS WHICH IS LOWER THAN THE ALLOWABLE FLOW RATE OF 5.83 CFS. THE FLOOD PROTECTION CRITERIA FOR THIS SITE HAS BEEN MET WITH 9VAC25-875-600C.1, IN WHICH THE SITE CONFINES THE POST-DEVELOPMENT 10-YEAR, 24-HR STORM EVENT WITHIN THE STORMWATER CONVEYANCE SYSTEM. THE LIMITS OF ANALYSIS CRITERIA HAS BEEN MET WITH 9VAC25-875-600C.3c, IN WHICH THE SYSTEM IS ANALYZED UNTIL IT ENTERS A FLOOD-PRONE AREA. THE POST CONDITIONS ALTER DRAINAGE DIVIDES AND WILL IMPROVE THE CONDITIONS AT THOSE LOCATIONS. THE 10-YEAR POST DEVELOPMENT FLOW OF 15.92 CFS IS LESS THAN THE PRE-DEVELOPMENT FLOW OF 15.93 CFS. AS SUCH, CHANNEL AND FLOOD PROTECTION REQUIREMENTS HAVE BEEN PROVIDED IN ACCORDANCE WITH SECTION 9VAC25-875-600 OF THE VIRGINIA STATE CODE. IN CONCLUSION, IT IS THE PROFESSIONAL ENGINEER'S OPINION THAT STORMWATER QUANTITY AND QUALITY REQUIREMENTS HAVE BEEN PROVIDED. THE STORMWATER MANAGEMENT DESIGN COMPLIES WITH THE VCCS ANNUAL STANDARDS AND THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY REQUIREMENTS. NO ADVERSE IMPACTS ON THE DOWNSTREAM PROPERTIES ARE ANTICIPATED. MAINTENANCE NOTE: THE DIRECTOR OF FACILITIES OR EQUIVALENT INDIVIDUAL IS RESPONSIBLE FOR LONG-TERM MAINTENANCE OF SWM FACILITIES. THESE SWM FACILITIES INCLUDE A SURFACE BIORETENTION FACILITY ON THE PLANS. BIORETENTION A PLAN VIEW BIORETENTION A (LEVEL 1) DESIGN COMPUTATIONS BIORETENTION A (LEVEL 1) DESIGN ELEVATIONS SWM PRE-DEVELOPMENT COMPUTATIONSC6.3 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C7.2-SWM.dwg | Plotted on 2/27/2026 1:13 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 SWM POST-DEVELOPMENT COMPUTATIONSC6.4 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C7.2-SWM.dwg | Plotted on 2/27/2026 1:13 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 729 730 728727726725724730 731 7 3 2 73 2 7 3 3 7 3 4733 732731 730 731 732 721722723723722721 721 7327317237 2 4725726727728729730LIMITS OF TOPOGRAPHIC SURVEY CLEANOUT TOP = 732.64 6" PVC INV. OUT = 726.06 CLEANOUT TOP = 730.59 6" PVC INV. IN = 725.96 8" PVC INV. OUT = 725.93 CLEANOUT TOP = 726.41 6" PVC INV. OUT = 720.98 CLEANOUT TOP = 726.33 6" PVC INV. IN = 720.91 6" PVC INV. OUT = 720.91 FREDERICK COUNTY VIRGINIA SHERANDO PARK OUTDOOR FITNESS GYM. 553 LINE DR. D.B. 440 P.G. 421 TAX # 86-A-135 AREA: 88.68 AC ZONING: RA USE: PUBLIC PARKS AND PLAYGROUNDS PARK RESTROOMS CON C R E T E S I D E W A L K ASPHALT ASPHALT 6" PVC 8" PVC6" PVCGRASS GRASS UGPEOIEOI LODLOD 720725715DRAINAGE AREA TO OUTFALL POINT OF ANALYSIS DA = 25.73 AC C-FACTOR = 0.37 I2 = 4.72 in/hr I10 = 6.49 in/hr Q2 = C*I2*A = 44.93 cfs Q10 = C*I10*A = 61.79 cfs FLOODPLAIN LIMITS PER FREDERICK COUNTY GIS OUTFALL POINT OF ANALYSIS X-SECTION A SITE LINE DR SWM ADEQUATE OUTFALL ANALYSISC6.5 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C7.3-OUTFALL.dwg | Plotted on 2/27/2026 1:13 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 0 SCALE 1"=100' 200'100'NAD 83Roughness Coefficient: 0.030 GRASS, SOME WEEDS (APPENDIX 7D-1 VDOT DRAINAGE MANUAL) Channel Slope: 0.017 ft/ft Elevation: 705.33 ft Elevation Range: 705.00 to 716.00 ft Discharge: 44.93 ft³/s Flow Area: 15.1 ft² Wetted Perimeter: 48.0 ft Hydraulic Radius: 3.8 in Top Width: 47.92 ft Normal Depth: 4.0 in Critical Depth: 3.8 in Critical Slope: 0.020 ft/ft Velocity: 2.98 ft/s Velocity Head: 0.14 ft Specific Energy: 0.47 ft Froude Number: 0.938 Flow Type: Subcritical Roughness Coefficient: 0.030 GRASS, SOME WEEDS (APPENDIX 7D-1 VDOT DRAINAGE MANUAL) Channel Slope: 0.017 ft/ft Elevation: 705.40 ft Elevation Range: 705.00 to 716.00 ft Discharge: 61.79 ft³/s Flow Area: 18.4 ft² Wetted Perimeter: 49.2 ft Hydraulic Radius: 4.5 in Top Width: 49.10 ft Normal Depth: 4.8 in Critical Depth: 4.7 in Critical Slope: 0.018 ft/ft Velocity: 3.36 ft/s Velocity Head: 0.18 ft Specific Energy: 0.58 ft Froude Number: 0.967 Flow Type: Subcritical 729 730 728727726725724730 731 7 3 2 73 2 7 3 3 7 3 4 733732 731 730 731 732 721722 723723722721 721 7327317237 2 4 725726727728729730LIMITS OF TOPOGRAPHIC SURVEY CLEANOUT TOP = 732.64 6" PVC INV. OUT = 726.06 CLEANOUT TOP = 730.59 6" PVC INV. IN = 725.96 8" PVC INV. OUT = 725.93 CLEANOUT TOP = 726.41 6" PVC INV. OUT = 720.98 CLEANOUT TOP = 726.33 6" PVC INV. IN = 720.91 6" PVC INV. OUT = 720.91 FREDERICK COUNTY VIRGINIA SHERANDO PARK OUTDOOR FITNESS GYM. 553 LINE DR. D.B. 440 P.G. 421 TAX # 86-A-135 AREA: 88.68 AC ZONING: RA USE: PUBLIC PARKS AND PLAYGROUNDS PARK RESTROOMS CON C R E T E S I D E W A L K ASPHALT ASPHALT 6" PVC 8" PVC6" PVCGRASS GRASS UGP UGPUGPUGPUGPUGPUGPUGPEOIEOI LODLODLODLODLODLODLODLODLOD LOD LO D L O D 3C 9B LODLODLODLODLODLODLODLODLOD LOD LO D L O D LIMITS OF DISTURBANCE = 0.90 ACLOD LODLODLODLODLODLODLODLOD LOD LO D L O D 720725LINE DR IMPERVIOUS COVER (D SOILS) AREA = 0.06 AC. MANAGED TURF (D SOILS) AREA = 0.79 AC. LAND COVER MAP (DISTURBED AREA) FORESTED AREA (D SOILS) AREA = 0.05 AC.BMP PRE-DEVELOPMENT MAPC7.0 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C8.0-BMP_PRE.dwg | Plotted on 2/27/2026 1:14 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 0 SCALE 1"=20' 40'20'NAD 83 729 730 728727726725724730 731 7 3 2 73 2 7 3 3 7 3 4 733732 731 730 731 732 721722 723723722721 721 7327317237 2 4 725726727728729730LIMITS OF TOPOGRAPHIC SURVEY CLEANOUT TOP = 732.64 6" PVC INV. OUT = 726.06 CLEANOUT TOP = 730.59 6" PVC INV. IN = 725.96 8" PVC INV. OUT = 725.93 CLEANOUT TOP = 726.41 6" PVC INV. OUT = 720.98 CLEANOUT TOP = 726.33 6" PVC INV. IN = 720.91 6" PVC INV. OUT = 720.91 FREDERICK COUNTY VIRGINIA SHERANDO PARK OUTDOOR FITNESS GYM. 553 LINE DR. D.B. 440 P.G. 421 TAX # 86-A-135 AREA: 88.68 AC ZONING: RA USE: PUBLIC PARKS AND PLAYGROUNDS PARK RESTROOMS CON C R E T E S I D E W A L K ASPHALT ASPHALT 6" PVC 8" PVC6" PVCGRASS GRASS UGP UGPUGPUGPUGPUGPUGPUGPEOIEOI LODLODLODLODLODLODLODLODLOD LOD LO D L O D 3C 9B 720725725730726727728729725730724726727728729731730 728729731 73072973172872572672772572473072 7 72 8 7 2 9 73173272 7 72 8 729 72 6 724 725 726727728 726727726 727 727 726 725 723724 LIMITS OF DISTURBANCE = 0.90 ACLOD LODLODLODLODLODLODLODLOD LOD LO D L O D LINE DR IMPERVIOUS COVER (D SOILS) AREA = 0.57 AC. MANAGED TURF (D SOILS) AREA = 0.28 AC. LAND COVER MAP (DISTURBED AREA) FORESTED AREA (D SOILS) AREA = 0.05 AC.BMP POST-DEVELOPMENT MAP & NARRATIVEC7.1 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C8.1-BMP_POST.dwg | Plotted on 2/27/2026 1:14 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 0 SCALE 1"=20' 40'20'NAD 83 VRRM COMPUTATIONSC7.2 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C8.1-BMP_POST.dwg | Plotted on 2/27/2026 1:14 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 REMAINING LOAD TO BE SATISFIED BY NUTRIENT CREDIT PURCHASE. SEE NUTRIENT LETTER ON THIS SHEET SWM-BMP DETAILSC7.3 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C8.1-BMP_POST.dwg | Plotted on 2/27/2026 1:14 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 SWM-BMP DETAILSC7.4 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-C8.1-BMP_POST.dwg | Plotted on 2/27/2026 1:14 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 Lic. No. OSVALDO A. RAMOS 058649 OBSERVATION WELL DETAIL NOT TO SCALE 6" 3" 1'x1' CONCRETE PAD (CAST IN PLACE) SLOTTED OR PERFORATED 6" PVC NON-PERFORATED 6" PVC BOTTOM OF FACILITY PVC WITH WATERTIGHT SCREW CAP PERMANENTLY MARK FIELD MEASURED DEPTH TO INVERT ON CAP. MIN 6" HEIGHT ABOVE FACILITY SURFACE. CLEAN OUT DETAIL NOT TO SCALE 4" RISER PIPE 45° BEND 45° BEND OR WYE FITTING (USE 45° BEND IF PLACING C.O. AT THE END OF UD. USE WYE IF PLACING THE C.O. IN LINE WITH THE UD - SEE PLAN). PVC WITH WATERTIGHT SCREW CAP PERMANENTLY MARK FIELD MEASURED DEPTH TO INVERT ON CAP. MIN 6" HEIGHT ABOVE FACILITY SURFACE. UD PIPE. SEE PLAN. 12 in MINIMUM OF WASHED OPEN GRADED #57 STONE (REFER TO CALCULATIONS ON SHEET C8.0 FOR DEPTH OF STONE.) MIN. 36 in BIORETENTION PLANTING MEDIA PER DEQ SPECIFICATION. (REFER TO CALCULATIONS ON SHEET C8.0 FOR FILTER MEDIA DEPTH) X 729 730 728727726725724730 731 7 3 2 73 2 7 3 3 7 3 4 733732 731 730 731 732 721722 723723722721 721 7327317237 2 4 725726727728729730LIMITS OF TOPOGRAPHIC SURVEY 725730726727728729725730724726727728729731730 728729731 73072973172872572672772572473072 7 72 8 7 2 9 73173272 7 72 8 729 72 6 724 725 726727728 726727726 727 727 726 725 723724CLEANOUT TOP = 732.64 6" PVC INV. OUT = 726.06 CLEANOUT TOP = 730.59 6" PVC INV. IN = 725.96 8" PVC INV. OUT = 725.93 CLEANOUT TOP = 726.41 6" PVC INV. OUT = 720.98 CLEANOUT TOP = 726.33 6" PVC INV. IN = 720.91 6" PVC INV. OUT = 720.91 FREDERICK COUNTY VIRGINIA SHERANDO PARK OUTDOOR FITNESS GYM. 553 LINE DR. D.B. 440 P.G. 421 TAX # 86-A-135 AREA: 88.68 AC ZONING: RA USE: PUBLIC PARKS AND PLAYGROUNDS PARK RESTROOMS CON C R E T E S I D E W A L K ASPHALT ASPHALT 6" PVC 8" PVC6" PVCUGP UGPUGPUGPUGPUGPUGPUGPEOIEOI LODLODLODLODLODLODLODLODLOD LOD LO D L O D 3C 9B (2) TIL RED (4) TIL RED (1) TIL RED (3) QUE PAL (4) QUE PAL (23) ILE CRS (12) VIB ARR (15) COR FAR (20) ITE VIR LIMITS OF DISTURBANCE = 0.90 ACLOD LODLODLODLODLODLODLODLOD LOD LO D L O D INTERIOR LANDSCAPE AREA - 575 SF (TYP.) LINE DR INTERIOR LANDSCAPE AREA - 2309 SF (TYP.) CODE BOTANICAL NAME COMMON NAME CANOPY TREES QUE PAL QUERCUS PALUSTRIS PIN OAK TIL RED TILIA AMERICANA `REDMOND`REDMOND AMERICAN LINDEN SHRUBS COR FAR CORNUS SERICEA 'FARROW'ARCTIC FIRE® RED TWIG DOGWOOD ITE VIR ITEA VIRGINICA VIRGINIA SWEETSPIRE LIA SPI LIATRIS SPICATA BLAZING STAR LOB SIP LOBELIA SIPHILITICA GREAT LOBELIA PAN SH2 PANICUM VIRGATUM 'SHENANDOAH'SHENANDOAH SWITCH GRASS RUD BLA RUDBECKIA FULGIDA CONEFLOWER SCH LIT SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM SOR NUT SORGHASTRUM NUTANS INDIAN GRASS VIB ARR VIBURNUM DENTATUM VIBURNUM EVERGREEN SHRUBS ILE CRS ILEX CORNUTA 'CARISSA'CARISSA CHINESE HOLLY HERBACEOUS GRASSES AND PERENNIALS LIATRIS SPICATA BLAZING STAR LOBELIA SIPHILITICA GREAT LOBELIA PANICUM VIRGATUM 'SHENANDOAH'SHENANDOAH SWITCH GRASS RUDBECKIA FULGIDA CONEFLOWER SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM SORGHASTRUM NUTANS INDIAN GRASS PLANT KEY LANDSCAPING PLANL1.0 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-L1.0-PLANT.dwg | Plotted on 2/27/2026 1:14 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 0 SCALE 1"=20' 40'20'NAD 83LEGEND INTERIOR PARKING LOT TREE PERIMETER PARKING LOT TREE PER SEC. 165-202.01(D)13(a) MULCH RING INTERIOR LANDSCAPE AREA (2,884 SF TOTAL) CODE QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE HEIGHT AT PLANTING ROOT CANOPY TREES QUE PAL 7 QUERCUS PALUSTRIS PIN OAK 2.5" CAL.12'B&B TIL RED 3 TILIA AMERICANA `REDMOND`REDMOND AMERICAN LINDEN 2.5" CAL.12'B&B CODE QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE HEIGHT AT PLANTING ROOT SPACING EVERGREEN SHRUBS ILE CRS 23 ILEX CORNUTA 'CARISSA'CARISSA CHINESE HOLLY 24" HT./SPRD.24" HT./SPRD.CONTAINER 48" o.c. PLANT SCHEDULE PERIMETER CODE QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE HEIGHT AT PLANTING ROOT CANOPY TREES QUE PAL 7 QUERCUS PALUSTRIS PIN OAK 2.5" CAL.12'B&B TIL RED 3 TILIA AMERICANA `REDMOND`REDMOND AMERICAN LINDEN 2.5" CAL.12'B&B CODE QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE HEIGHT AT PLANTING ROOT SPACING EVERGREEN SHRUBS ILE CRS 23 ILEX CORNUTA 'CARISSA'CARISSA CHINESE HOLLY 24" HT./SPRD.24" HT./SPRD.CONTAINER 48" o.c. PLANT SCHEDULE PERIMETER CODE QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE HEIGHT AT PLANTING ROOT CANOPY TREES TIL RED 4 TILIA AMERICANA `REDMOND`REDMOND AMERICAN LINDEN 2.5" CAL.12'B&B PLANT SCHEDULE INTERIOR CODE QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE HEIGHT AT PLANTING ROOT CANOPY TREES TIL RED 4 TILIA AMERICANA `REDMOND`REDMOND AMERICAN LINDEN 2.5" CAL.12'B&B PLANT SCHEDULE INTERIOR CODE QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE SHRUBS COR FAR 15 CORNUS SERICEA 'FARROW'ARCTIC FIRE® RED TWIG DOGWOOD 24" HT./SPRD. ITE VIR 20 ITEA VIRGINICA VIRGINIA SWEETSPIRE 24" HT./SPRD. VIB ARR 12 VIBURNUM DENTATUM VIBURNUM 24" HT./SPRD. HERBACEOUS GRASSES AND PERENNIALS 100 LIATRIS SPICATA BLAZING STAR 2" PLUG 100 LOBELIA SIPHILITICA GREAT LOBELIA 2" PLUG 100 PANICUM VIRGATUM 'SHENANDOAH'SHENANDOAH SWITCH GRASS 2" PLUG 100 RUDBECKIA FULGIDA CONEFLOWER 2" PLUG 100 SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM 2" PLUG 100 SORGHASTRUM NUTANS INDIAN GRASS 2" PLUG PLANT SCHEDULE - BIORETENTION CODE QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE SHRUBS COR FAR 15 CORNUS SERICEA 'FARROW'ARCTIC FIRE® RED TWIG DOGWOOD 24" HT./SPRD. ITE VIR 20 ITEA VIRGINICA VIRGINIA SWEETSPIRE 24" HT./SPRD. VIB ARR 12 VIBURNUM DENTATUM VIBURNUM 24" HT./SPRD. HERBACEOUS GRASSES AND PERENNIALS 100 LIATRIS SPICATA BLAZING STAR 2" PLUG 100 LOBELIA SIPHILITICA GREAT LOBELIA 2" PLUG 100 PANICUM VIRGATUM 'SHENANDOAH'SHENANDOAH SWITCH GRASS 2" PLUG 100 RUDBECKIA FULGIDA CONEFLOWER 2" PLUG 100 SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM 2" PLUG 100 SORGHASTRUM NUTANS INDIAN GRASS 2" PLUG PLANT SCHEDULE - BIORETENTION JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICES:\105\70269.001-Sherando_Park\DWG\Sheet\CD\70269.001-L1.0-PLANT NTDT.dwg | Plotted on 2/27/2026 1:15 PM | by Sidd AcharSRA OAR OAR 12/22/2025 SHERANDO PARK PARKING LOT EXPANSIONOPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY - VA70269.001 AS SHOWN 02/27/2026 L2.0 LANDSCAPE NOTES AND DETAILSGENERAL NOTES: 1.PLANTS SHALL CONFORM TO CURRENT "AMERICAN STANDARDS FOR NURSERY STOCK" BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA), PARTICULARLY WITH REGARDS TO SITE, GROWTH, AND SIZE OF BALL AND DENSITY OF BRANCH STRUCTURE. CONTRACTOR TO INSURE ALL PLANT MATERIAL CONFORM TO NATIONAL AND LOCAL BUILDING CODES AND ORDINANCES. 2. ALL PLANTS (B&B OR CONTAINER) SHALL BE PROPERLY IDENTIFIED BY WEATHERPROOF LABELS SECURELY ATTACHED HERETO BEFORE DELIVERY TO PROJECT SITE. LABELS SHALL IDENTIFY PLANTS BY NAME, SPECIES AND SIZE. LABELS SHALL NOT BE REMOVED UNTIL THE FINAL INSPECTION BY THE OWNER'S REPRESENTATIVE. 3. ANY MATERIAL AND/OR WORK MAY BE REJECTED BY THE OWNER'S REPRESENTATIVE IF IT DOES NOT MEET THE REQUIREMENTS OF THE SPECIFICATIONS. THE CONTRACTOR SHALL REMOVE ALL REJECTED MATERIALS FROM THE SITE. 4. THE CONTRACTOR SHALL FURNISH ALL PLANTS IN QUANTITIES AND SIZES TO COMPLETE THE WORK AS SPECIFIED IN PLANT SCHEDULE. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL PLANT QUANTITIES ON THE PLANS PRIOR TO COMMENCEMENT OF WORK. QUANTITIES IN THE PLANT SCHEDULE ARE FOR THE CONTRACTORS CONVENIENCE ONLY AND DO NOT CONSTITUTE THE FINAL COUNT. 5. SUBSTITUTIONS REQUIRE WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE AND MAY REQUIRE FURTHER APPROVALS FROM THE RESPONSIBLE JURISDICTION. 6. PLANTS SHALL BE LOCATED AS SHOWN ON THE DRAWINGS AND BY SCALING OR AS DESIGNATED IN THE FIELD BY THE OWNER'S REPRESENTATIVE. ALL LOCATIONS ARE TO BE APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE EXCAVATION. 7. CONTRACTOR SHALL LOCATE AND MARK ALL UNDERGROUND UTILITY LINES AND IRRIGATION SYSTEMS PRIOR TO EXCAVATING PLANT BEDS OR PITS. ALL UTILITY EASEMENT AREAS WHERE NO PLANTING SHALL TAKE PLACE SHALL ALSO BE MARKED ON THE SITE, PRIOR TO LOCATING AND DIGGING THE TREE PITS. IF UTILITY LINES ARE ENCOUNTERED IN EXCAVATION OF TREE PITS, OTHER LOCATIONS FOR THE TREES SHALL BE SELECTED BY THE OWNER'S REPRESENTATIVE. SUCH CHANGES SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COMPENSATION. NO CHANGES OF LOCATION SHALL BE MADE WITHOUT THE APPROVAL OF THE OWNER'S REPRESENTATIVE. 8. ALL EQUIPMENT AND TOOLS SHALL BE PLACED SO AS NOT TO INTERFERE OR HINDER THE PEDESTRIAN AND VEHICULAR TRAFFIC FLOW. 9. DURING PLANTING OPERATIONS, EXCESS AND WASTE MATERIALS SHALL BE PROMPTLY AND FREQUENTLY REMOVED FROM THE SITE. 10.ALL SHRUB PITS ARE TO BE EXCAVATED TO A MINIMUM DEPTH TO ALLOW THE SHRUB ROOT BALL TO BE A MINIMUM OF 4” HIGHER THAN FINISH GRADE. ALL PLANT SHRUB BEDS ARE TO BE EXCAVATED TO THE WIDTH SHOWN ON THE PLANS. 11.ALL TREE PITS ARE TO BE EXCAVATED TO A MINIMUM DEPTH TO ALLOW THE TREE ROOT BALL TO BE A MINIMUM OF 2-3” HIGHER THAN FINISH GRADE. THE TREE ROOT BALL IS TO REST ON UNDISTURBED SOIL, OR A COMPACTED BED MUST BE PREPARED FOR THE TREE ROOT BALL TO REST ON AND WHICH WILL NOT SUBSIDE CAUSING THE TREE TO SINK BELOW FINISH GRADE. ALL TREE PITS ARE TO BE A MINIMUM OF 12" LARGER ON EVERY SIDE OF THE TREES ROOT BALL. 12.THE PLANTER BEDS ARE TO BE ENTIRELY CLEANED OUT TO THE UNDISTURBED SOIL LEVEL. ALL EXISTING SOIL, CONSTRUCTION DEBRIS, ROOTS AND OTHER FOREIGN MATERIAL ARE TO BE REMOVED AND DISCARDED OFFSITE. 14.THE TOPSOIL TO BE USED TO FILL THE TREE PITS, SHRUB BEDS AND PLANTERS IS TO BE PLANT SPECIFIC THE TOPSOIL FOR THE TREES, SHRUBS AND PLANTER SHALL CONSIST OF A MAXIMUM 2/3 EXISTING TOPSOIL FROM THE SITE, WHICH IS CLEANED AND FREE OF CLAY, A MINIMUM OF 1/3 MUSHROOM COMPOST, OR OTHER APPROVED ORGANIC MATERIAL OR IMPORTED NEW LOAMY TOPSOIL AND 10% COW MANURE. ALL OF THESE MATERIALS ARE TO BE MIXED PRIOR TO PLACING IN THE PLANTER OR BACKFILLING WHEN PLANTING. 15.THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL PLANT PITS ARE WELL DRAINED. THE LANDSCAPE CONTRACTOR WITHOUT COST TO THE OWNER WILL REPLACE ALL PLANT MATERIAL, WHICH IS AFFECTED BY POOR DRAINAGE. 16.ALL LAWN AREAS ARE TO BE TILLED TO A DEPTH OF 6" AND ALL FOREIGN MATERIAL REMOVED WHICH WILL INHIBIT THE HEALTHY GROWTH OF THE GRASS. ALL OLD GRASS AND GRASS ROOTS ARE TO BE REMOVED FROM THE SITE. NEW TOPSOIL OF A MINIMUM 4" IS TO BE PLACED OVER THE AREAS TO BE SODDED. THE GRASS AREAS ARE TO BE FINE GRADED TO ENSURE THAT NO UNDULATIONS OCCUR. THE LAWN TOPSOIL IS TO BE ROLLED AND LIGHTLY IRRIGATED PRIOR TO PLACING OF THE SEED. THE SEED IS NOT TO BE LAID ON FROZEN OR SOAKED SOIL. 17.THE TREES AND SHRUBS ARE TO BE HANDLED WITH THE BEST CARE AND ATTENTION TO ENSURE THAT THE PLANTS ARE NOT BRUISED, BROKEN, TORN, DAMAGED IN ANY WAY WHICH WILL AFFECT THE PLANTS GENERAL APPEARANCE AND WELL BEING. 18.THE TREES AND SHRUBS ARE TO BE PLANTED WITH THE ACCEPTED STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTS ARE TO BE PROPERLY WATERED AND BACKFILLED DURING THE PLANTING. ALL CARE MUST BE TAKEN TO ENSURE THAT THE PLANTS ARE UPRIGHT, A PLANT'S BEST SIDE IS EXPOSED TO THE POINT OF THE PLANTS GREATEST VISIBILITY. 19.THE TREES MUST BE STAKED IN ACCORDANCE WITH ACCEPTABLE NURSERY PRACTICE TO ENSURE THAT THEY ARE SECURE IN THE GROUND AND WILL GROW STRAIGHT AND UNIFORM. THE TREES ARE TO BE WRAPPED IF THE CONTRACTOR DEEMS IT NECESSARY TO PROTECT THE TREES FROM SUN SCALD OR INSECT ATTACK. 20.TREES SHALL BE LOCATED A MINIMUM OF 3 FEET FROM WALLS AND WALKS. 21. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCH BED WITH SMOOTH CONTINUOUS LINES. ALL MULCHED BED EDGES SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS. TREES LOCATED WITHIN 4 FEET OF SHRUB BEDS SHALL SHARE SAME MULCH BED. MULCH SHALL BE SHREDDED HARDWOOD 3" IN SIZE. MULCH COLOR AND TEXTURE SHALL BE CONSISTENT IN ALL BEDS. 22.PLANT ALL TREES AT FOUR (4) FEET FROM THE END OF HEAD-IN PARKING SPACES TO PREVENT DAMAGE FROM CAR OVERHANGS. 23.DIG THE TREE PIT AT LEAST ONE (1) FOOT WIDER THAN THE ROOT BALL AND EQUAL TO THE BALL'S VERTICAL DIMENSION,SO THE TOP OF THE ROOT BALL WILL BE FLUSH WITH THE GROUND LEVEL. 24.ESPECIALLY IN AREAS WHERE CONSTRUCTION ACTIVITY HAS COMPACTED THE SOIL, THE BOTTOM OF THE PIT SHOULD BE SCARIFIED OR LOOSENED WITH A PICKAX OR SHOVEL. 25.BACKFILL FOR ENTIRE PARKING ISLANDS AND PLANTING AREAS SHOULD BE WITH THE SITE'S EXISTING SOIL HOWEVER, IF SOIL IS HARD, COMPACTED FILL DIRT, THE SOIL IN THE ENTIRE PARKING ISLANDS AND PLANTING AREAS SHOULD BE IMPROVED WITH ORGANIC MATTER AND THE GROUND WORKED SO THAT IT CAN BE MORE EASILY PLANTED. ALL ROOTS MUST BE COMPLETELY COVERED. PLANT MATERIAL SHOULD BE THOROUGHLY WATERED AFTER INSTALLATION. 26.HERBACEOUS EMBANKMENT PLANTINGS SHOULD BE LIMITED TO 10 INCHES IN HEIGHT. 27.PLANTS SHALL NOT BLOCK MAINTENANCE ACCESS TO STRUCTURES WITH TREES OR SHRUBS. 28.ALL PLANTING AREAS SHALL CONTAIN SOILS SUITABLE FOR PLANTING. SOILS SHALL BE FREE OF CONSTRUCTION MATERIALS. EXCESSIVE ROCK AND GRAVEL OR COMPACTION SHALL BE ADDRESSED PRIOR TO INSTALLATION OF LANDSCAPE MATERIAL. CONSTRUCTION NOTES: PRE-CONSTRUCTION NOTES 1.CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. 2.VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. 3.PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE OWNERS REPRESENTATIVE, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. 4.PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION 1.OWNERS REPRESENTATIVE RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" 2.CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. 3.MULCH SHOULD BE PLACED TO A UNIFORM THICKNESS OF 2” TO 3”. SHREDDED HARDWOOD MULCH IS THE ONLY ACCEPTED MULCH. SHREDDED MULCH MUST BE WELL AGED (6 TO 12 MONTHS) FOR ACCEPTANCE. 4.TREES SHALL BE BRACED USING 2” BY 2” STAKES ONLY AS NECESSARY AND FOR THE FIRST GROWING SEASON ONLY. STAKES ARE TO BE EQUALLY SPACED ON THE OUTSIDE OF THE TREE BALL. INSPECTION/GUARANTEE 1.UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE OWNERS REPRESENTATIVE. 2.ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE (1) FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR 3.PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. CALCULATIONS AND SCHEDULES: PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS- BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP 13 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT 1" COMPOST LAYER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER 6" SAUCER SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE 8' 2"X2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT PLAN VIEW NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"X2" HARDWOOD STAKES 2x ROOTBALL DIAMETER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL DECIDUOUS TREE PLANTING DETAIL NTS1 B&B CONTAINER REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP 13 OF BALL INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS SHRUB PLANTING DETAIL NTS 2-3X ROOTBALL WIDTH 2-3X ROOTBALL WIDTH 2 UNDISTURBED EARTH AMENDED SOIL MIX 1" COMPOST LAYER 2-3" MULCH LAYER PLANT PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT PERIMETER AT INDICATED SPACING TRIANGULAR INFILL SPACING PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES MULCH LINE VOIDS EDGE OF BUILDING, WALK OR STRUCTURE PLAN VIEW GROUNDCOVER PLANTING DETAIL NTS 12" MIN HEIGHT VARIES WITH PLANTS 3 NOTE: HERBACEOUS GRASSES AND PERENNIALS ARE TO BE PLANTED IN A RANDOMIZED PATTERN THROUGHOUT THE ASSOCIATED AREAS PORTRAYED ON SHEET L1.0