HomeMy WebLinkAbout26-22 Site PlanSITE PLANJEFF'S WAY, CLEAR BROOK, FREDERICK COUNTY, VIRGINIATax MAP 33 (A) 123SITE PLAN # 26-22TITLE SHEET
1PROJECTLOCATIONSCALE 1" = 1000'CALL BEFORE YOU DIG103 HEATH COURTWINCHESTER, VA 22602V 540.686.7373 F 540.301.1100STOWE ENGINEERING, PLCPREPARED BYCALL 811 FROM YOU CELL PHONE OR1-800-552-7001 FROM A LAND LINE.SECTION 56-265.17 OF THE CODE OF VA REQUIRES THATYOU PROVIDE THREE WORKING DAYS NOTICE TO UTILITYOWNERS BEFORE YOU EXCAVATE, DRILL OR BAST.APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATORPLAN VALID FOR FIVE YEARS FROM APPROVAL DATEDATEDATE:SCALE:CHECKED BY:SHEET OF 25Dollar General
LOT 33 (A) 123
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1253.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNAPRIL 22, 2022PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe4/22/22LOCAL UTILITY SERVICE PROVIDERSWATER AND SEWERFREDERICK WATER315 TASKER RDSTEPHENS CITY, VA 22655540.868.1061ELECTRIC SERVICESHENANDOAH VALLEY ELEC COOP3463 VALLEY PIKEWINCHESTER, VA 22602540-450-0111TELEPHONE SERVICEVERIZON404 HILLANDALE LANEWINCHESTER, VA 22602540.665.3153CABLE SERVICECOMCAST COMMUNICATIONS195 RAINVILLE ROADWINCHESTER, VA 22602DEVELOPERJMB Investments, LLC325 Erin DriveKnoxville, TN 37919Phone (865) 200-4770LAND OWNERJMB Investments, LLC325 Erin DriveKnoxville, TN 37919Phone (865) 200-4770ENGINEERStowe Engineering, PLC103 Heath CourtWinchester, VA 22655Phone (540) 686-73731
GENERAL NOTES
2GENERAL NOTES1.THE CONTRACTOR SHALL FURNISH ALL MATERIAL, LABOR AND EQUIPMENT AND PERFORM ALL WORK TO DELIVER THE COMPLETEDIMPROVEMENTS SHOWN OR IMPLIED AS NECESSARY FOR THE COMPLETED PROJECT READY FOR USE, INCLUSIVE OF ALL SITERESTORATION AND STABILIZATION. UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK TO BE IN ACCORDANCE WITHAPPLICABLE THE VIRGINIA DEPARTMENT OF TRANSPORTATION, THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY,AMERICAN WATER WORKS ASSOCIATION STANDARDS, AND FREDERICK WATER STANDARDS AND SPECIFICATIONS.2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTHADMINISTRATION (OSHA), AND VIRGINIA OCCUPATIONAL SAFETY & HEALTH (VOSHA) RULES AND REGULATIONS.3. THE CONTRACTOR SHALL COMPLY WITH TITLE 59.1, CHAPTER 30 SECTION 406, ET. SEQ. OF THE CODE OF VIRGINIA (OVERHEAD HIGHVOLTAGE LINES SAFETY ACT).4. THE CONTRACTOR SHALL COMPLY WITH TITLE 56, CHAPTER 10.3, SECTION 265, ET. SEQ. OF THE CODE OF VIRGINIA (UNDERGROUNDUTILITY DAMAGE PREVENTION ACT).5. ACCESS FOR EMERGENCY AND UTILITY MAINTENANCE VEHICLES SHALL BE MAINTAINED.6. THE PLACEMENT OF A CONSTRUCTION TRAILER, FENCING, PARKING, AND STAGING AREAS SHALL BE COORDINATED WITH ANDAPPROVED BY THE THE PROPERTY OWNER AND DEVELOPER.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A SURVEYOR TO PROVIDE CONSTRUCTION SURVEYING STAKE OUT.8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A TESTING FIRM TO PROVIDE ALL EARTHWORK AND COMPACTION TESTING.9. THE ENGINEER HAS ATTEMPTED TO SHOW ALL SUBSURFACE UTILITIES, HOWEVER, SUCH MAY EXIST THAT ARE NOT SHOWN. THECONTRACTOR SHALL EXERCISE CARE IN THIS WORK SO AS TO AVOID DAMAGE TO ANY UTILITIES. ANY DAMAGE SHALL BE THERESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY MISS UTILITY OF VIRGINIA AT LEAST 72 HOURS PRIOR TODIGGING.10. ALL DISTURBED SURFACES SHALL BE RESTORED TO THE PRE-CONSTRUCTION CONDITION BY THE CONTRACTOR AT THECONTRACTOR'S EXPENSE.11. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OFCONSTRUCTION.12. ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS, CAVES, ETC.) ENCOUNTEREDDURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. WORK SHALLCEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED.13. ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED BY A THE SOILS TESTING FIRMPRIOR TO PLACEMENT AND FILL.14. ALL SURFACES AND SLOPES SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING AND PARKING AREAS15. ALL FILL AREAS, BORROW MATERIAL, FOOTERS, AND UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED BY A THEGEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF FILL, AGGREGATE, OR CONCRETE.16. ALL SUBGRADE MATERIAL AND BACKFILL IN THE UTILITY/STORM SEWER TRENCHES, SHALL BE PLACED AND COMPACTED INACCORDANCE WITH THE REQUIREMENTS IN THE GEOTECHNICAL REPORT. DENSITY TESTS SHALL BE PERFORMED BY THE SOILSTESTING FIRM.17. EXISTING STRUCTURES, TANKS, AND OTHER EXISTING FEATURES DESIGNATED TO BE REMOVED OR DEMOLISHED SHALLBE CAREFULLY REMOVED AND DISPOSED OF AT AN APPROVED WASTE DISPOSAL SITE.DRAINAGE NOTES1. "H" DIMENSIONS AND TOP ELEVATIONS SHOWN ON THE PLANS ARE MEASURED FROM THE INVERT OUT TO THE TOP OF THESTRUCTURE. "H" DIMENSIONS AND TOP ELEVATIONS ARE APPROXIMATE AND ARE PROVIDED FOR ESTIMATING PURPOSES. ACTUALDIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS.2. ALL DRAINAGE STRUCTURES SHALL MEET THE REQUIREMENTS OF VDOT ROAD AND BRIDGE STANDARDS AND VDOT SPECIFICATIONS.SEE DETAILS IN THIS PLAN SET.3. ALL STRUCTURES SHALL HAVE VDOT STANDARD INVERT SHAPING IS-1. SEE DETAIL IN THIS PLAN SET.4. ALL STORM DRAINAGE PIPE MATERIALS SHALL BE AS SHOWN ON THE PROFILES.GRADING NOTES1. ALL EXCAVATION IS UNCLASSIFIED.2.MATERIALS - THE MATERIAL TO BE USED IN EMBANKMENTS SHALL BE FREE OF FROZEN OR ORGANIC MATERIALS SUCH AS LEAVES,ROOTS, GRASS, WEEDS, AND ALL OTHER MATERIAL NOT CONSISTENT WITH CONSTRUCTION OF A STABLE, HOMOGENEOUS FILL.EMBANKMENTS SHALL NOT BE CONSTRUCTED ON FROZEN GROUND. ALL PROPOSED FILL MATERIALS SHOULD BE APPROVED BY THEGEOTECHNICAL ENGINEER PRIOR TO PLACEMENT, AND REPRESENTATIVE SAMPLES SHOULD BE OBTAINED ONE WEEK PRIOR TOPLACEMENT OF THAT MATERIAL TO ALLOW TIME FOR COMPLETION OF THE NECESSARY LABORATORY TESTS.3.SITE PREPARATION - ALL VEGETATION, ROOTMAT, TOPSOIL, ASPHALT AND CONCRETE SHALL BE REMOVED FROM AREAS UPONWHICH EMBANKMENT WILL BE CONSTRUCTED. CLEARING SHALL EXTEND TEN (10) FEET BEYOND THE BUILDING AND PAVEMENTLIMITS, AND ONE ADDITIONAL FOOT FOR EACH FOOT OF PROPOSED FILL. TOPSOIL SHALL BE STOCKPILED AS REQUIRED BY THE E&SPLAN. ALL SLOPING AREAS UPON WHICH FILL IS TO BE PLACED SHOULD BE BENCHED OR “NOTCHED” SO THAT A SMOOTH INTERFACEBETWEEN EXISTING GROUND AND NEW FILL WILL NOT BE PRESENT. EACH LAYER OF FILL SHOULD BE BENCHED INTO THE EXISTINGGROUND A MINIMUM OF 3 FEET HORIZONTALLY AND THE DEPTH OF ONE FILL LAYER. FLAT AREAS UPON WHICH FILL IS TO BEPLACED SHALL BE DEEPLY PLOWED TO ALLOW FOR BONDING WITH THE EXISTING MATERIAL. THE CONTROLLED FILL SLOPES ANDEMBANKMENTS SHOULD BE CONSTRUCTED AT THE DESIGNED 2H:1V SLOPES OR FLATTER.4.FORMATION IN LAYERS - ALL FILL LAYERS SHALL BE CONSTRUCTED WITH MATERIALS AND METHODS PRESCRIBED IN THEGEOTECHNICAL REPORT. ANY SOIL PLACED AS ENGINEERED FILL SHOULD BE AN APPROVED MATERIAL, FREE OF ORGANIC MATTEROR DEBRIS. UNACCEPTABLE ENGINEERED FILL MATERIALS INCLUDE TOPSOIL, ORGANIC MATERIALS (OH, OL), CONSTRUCTION DEBRISAND LARGE ROCK. ALL SUCH MATERIALS REMOVED DURING GRADING OPERATIONS SHOULD BE EITHER STOCKPILED FOR LATER USEIN LANDSCAPED AREAS OR PLACED IN APPROVED DISPOSAL AREAS EITHER ON OR OFF SITE. ALL FROZEN SOIL SHOULD BE REMOVEDPRIOR TO CONTINUATION OF FILL OPERATIONS. BORROW FILL SHALL NOT CONTAIN FROZEN MATERIALS AT THE TIME OFPLACEMENT. ALL FROST-HEAVED SOIL SHOULD BE REMOVED PRIOR TO PLACEMENT OF FILL, STONE, CONCRETE OR ASPHALT. IT ISRECOMMENDED THAT PROCESSED SHOT ROCK BE UTILIZED AS FILL WITHIN THE UPPER FIVE (5) FEET OF FINISH SUBGRADE TOPROVIDE A WEATHER RESILIENT CONSTRUCTION AREA WHICH CAN BE UTILIZED TO REDUCE CONCRETE SLAB, PAVEMENT SECTIONTHICKNESS, OR FOUNDATION SIZE. THE SITE CONTRACTOR SHALL HAVE MEANS OF PROVIDING WATER AT ALL TIMES DURINGSTRUCTURAL FILL PLACEMENT.THE CONTRACTOR SHALL REVIEW AND FOLLOW THE GEOTECHNICAL ENGINEERING REPORT'S REQUIREMENTS FOR THEUNDOCUMENTED FILL ON THE SITE. ALL ASSESSMENTS SHALL BE PERFORMED IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER ORHIS REPRESENTATIVE.AS THE EMBANKMENT IS CONSOLIDATED, THE SLOPES SHALL BE CAREFULLY DRESSED TO THE DESIRED SECTION AND MAINTAINED TOTHEIR PROPER HEIGHT, DIMENSIONS, AND SHAPE UNTIL THE WORK IS ACCEPTED. WHEN TRANSPORTING MATERIAL WITH RUBBER-TIREDEQUIPMENT, CARE SHALL BE TAKEN TO SEE THAT THE TRAILING UNITS DO NOT FOLLOW IN THE TRACKS OF THE PRECEDING UNIT. AT THEEND OF EACH DAY'S WORK THE EMBANKMENT SHALL BE DRESSED TO SHED ANY WATER THAT MIGHT FALL DURING THE NIGHT.5. ALL BLASTING OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE FIRE MARSHALL'S REQUIREMENTS. THE CONTRACTORSHALL PROTECT THE OVERHEAD POWER LINES FROM FLY ROCK AND ITS ASSOCIATED DAMAGE.6. IF KARST FEATURES SUCH AS CAVES, DISAPPEARING STREAMS, OR LARGE SPRINGS ARE ENCOUNTERED DURING THE PROJECT, CONTACTWIL ONDORFF OF VA DCR (540-394-2552) TO DOCUMENT AND MINIMIZE ADVERSE IMPACTS.WATER & SEWER NOTES1. THE PUBLIC WATER AND SEWER LINES ARE OWNED AND OPERATED BY FREDERICK WATER. ALL CONSTRUCTION, CONNECTIONS ANDACTIVITIES PERTAINING TO THE WATER AND SEWER LINES SHALL CONFORM TO THE REQUIREMENTS PRESCRIBED IN THE FREDERICKWATER STANDARDS AND SPECIFICATIONS WHICH CAN BE FOUND ATHTTPS://WWW.FREDERICKWATER.COM/SITES/DEFAULT/FILES/2021-02-16_FINAL_STANDARDS_AND_SPECIFICATIONS.PDF2. MANHOLE RIMS, VALVE BOXES, ETC. SHALL BE ADJUSTED TO MATCH THE SURROUNDING FINISHED GRADE.3. THE CONTRACTOR SHALL COORDINATE WATER AND SEWER CONSTRUCTION WITH FREDERICK WATER.4. LOCATION MARKER REQUIREMENTS - WATER LINE LOCATION MARKERS SHALL BE SCOTCHMARK MID-RANGE MARKERS (WHEEL)PART NUMBER 1257 OR APPROVED EQUAL. SEWER LINE LOCATOR MARKERS SHALL BE SCOTCHMARK MID-RANGE MARKERS (WHEEL)PART NUMBER 1258 OR APPROVED EQUAL.SIGN NOTES1. AN EXISTING MONUMENT STYLE SIGN WITH THE PARK'S NAME AND LIST OF BUSINESSES OPERATING THERE IS ON PLACE ONPARCEL #33-A-122A. THE STORE NAME WILL BE ADDED TO THIS EXISTING SIGN. BUILDING MOUNTED SIGN SHALL NOT EXCEED20% OF THE WALL AREA OR 200SF TOTAL. INTERNAL DIRECTION SIGNS WILL ALSO BE UTILIZED.OUTDOOR LIGHTING NOTES1. OUTDOOR LIGHTING WILL BE INSTALLED IN ACCORDANCE WITH FREDERICK COUNTY REQUIREMENTS AND THESE PLANS.STORMWATER MANAGEMENT NOTES1. THIS PROJECT INCREASES THE IMPERVIOUS AREA OF THE SITE. STORMWATER QUALITY WILL BE MITIGATED THROUGH THEPURCHASE OF NUTRIENT CREDITS FROM A DEQ APPROVED SOURCE. STORMWATER QUANTITY WILL BE MANAGED WITH ONSITESYSTEMS.DATE:SCALE:CHECKED BY:SHEET OF 25Dollar General
LOT 33 (A) 123
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1253.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNAPRIL 22, 2022PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe4/22/2211
PROFFERED CONDITIONS
2ADATE:SCALE:CHECKED BY:SHEET OF 25Dollar General
LOT 33 (A) 123
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1253.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNAPRIL 22, 2022PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe4/22/22Note: These proffers were approved by the Frederick County Board of Supervisorson May 25, 2022.1
1234576Project LocationSURROUNDING PROPERTIES,
ROADS & LAND USES3DATE:SCALE:CHECKED BY:SHEET OF 25Dollar General
LOT 33 (A) 123
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1253.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNAPRIL 22, 2022PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe4/22/22
PROPERTY BOUNDARY
4DATE:SCALE:CHECKED BY:SHEET OF 25Dollar General
LOT 33 (A) 123
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1253.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNAPRIL 22, 2022PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe4/22/22
S 71°24'51" E - 294.00' (STATE PLANE)RADIUS = 11509.16'LENGTH = 199.37'TANGENT =99.69'CHORD = 199.36'BEARING = S 22°30'15" W (STATE PLANE)
DELTA =0°59'33"
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"N 68°11'04" W - 266.14' (STATE PLANE)N 21°48'56" E - 207.70' (STATE PLANE)IRF 5/8"IRF 5/8"IRF 5/8"IRF 5/8"IRF 5/8"ROUTE 11 - MARTINSBURG PIKE
90' R.O.W
SPLIT RAIL FENCE OLD WIRE FENCEASPHALT SIDEWALK
33-(A)-123R & J LAND DEVELOPMENT , LLC
030022368ZONED: B-21.444 ACRES
33-(A)-123ER & J LAND DEVELOPMENT , LLC030022368ZONED: B-31.444 ACRES
33-(A)-125MV WINCHESTER, LLC160012578ZONED: RAUSE: AGR.±14.5 ACRES
33-(A)-122AR & J LAND DEVELOPMENT , LLC050002818ZONED: B-33.116 ACRES
33-(A)-123CR & J LAND DEVELOPMENT , LLC030022368ZONED: B-31.037 ACRES
GRAVEL AREA
ASPHALT MILLING PILE
MAPLE 48"
WELL & VAULT
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RCP 15"INV. = 616.25'
INV. = 616.29'
INV. = 616.50'
INV. = 616.48'RCP 15"
EDGE OF GRAVEL
EDGE OF PVMT
EDGE OF PVMT EDGE OF PVMTDATE:SCALE:CHECKED BY:SHEET OF 25Dollar General
LOT 33 (A) 123
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1253.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNAPRIL 22, 2022PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe4/22/2202040EXISTING CONDITIONS PLAN
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ROUTE 11 - MARTINSBURG PIKE
90' R.O.W
SPLIT RAIL FENCE OLD WIRE FENCEASPHALT SIDEWALK
MAPLE 48"
WELL & VAULT
RCP 15"INV. = 616.25'
INV. = 616.29'
INV. = 616.50'
INV. = 616.48'RCP 15"1011U1U2U3U4U52122203031JEFFS WAY (PUBLIC STREET DEDICATED TO FREDERICK CO)24 FT PAVEMENT W/ 6 FT GRAVEL SHOULDERS50 FT RIGHT OF WAY25 MPH SPEED LIMITEX
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END OF PAVEMENT
EDGE OF PVMTEDGE OF PVMTEp
EpEpEpEpEpEpEpEpEpT8" CL 52 DIP WATER MAIN BY OTHERS.PINE KNOLL CONSTRUCTION INC. PLANAPPROVED 8/25/154' SIDEWALK
4' SIDEWALK
5' SIDEWALK5' SIDEWALK5' x 5' CONCLANDING W/RAILING FOREMERGENCYEXITCG-12 HANDICAPPED RAMPHANDICAPPEDSIGN (TYP) SEEDETAIL SHT 9LOADING DOCKAND RAMP. SEEARCHITECTURALPLANCG-2(TYP)CG-2(TYP)CG-2(TYP)CG-6(TYP)BOLLARDS 4(TYP)LIGHT DUTY PAVEMENT INPARKING SPACESLIGHT DUTY PAVEMENT INPARKING SPACESLIGHT DUTY PAVEMENTHEAVY DUTY PAVEMENT INTRAVEL WAYPERMEABLE PAVERSPERMEABLE PAVERS
PROP 12,480 SF VARIETY STOREONE STORYHEIGHT = 19.5' +/-FFE = 622.05EX 48" TREE TOREMAIN AND BEPROTECTED DURINGCONSTRUCTIONGRADE BEAM (TYP) SEEDETAIL SHEET 206" CL 52 DIP FORCE MAIN BYPINE KNOLL CONSTRUCTIONINC. PLAN APPROVED 8/25/15DATE:SCALE:CHECKED BY:SHEET OF 25Dollar General
LOT 33 (A) 123
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1253.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNAPRIL 22, 2022PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe4/22/2202040SITE PLAN
6NOTE:PAVEMENT MARKINGS FOR PARKING STALLS SHALL BE 4" PAINTED MARKINGSUSING TRAFFIC PAINT MEETING VDOT SPECIFICATIONS.1
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SPLIT RAIL FENCE OLD WIRE FENCEMAPLE 48"
WELL & VAULT
RCP 15"INV. = 616.25'
INV. = 616.29'
INV. = 616.50'
INV. = 616.48'
RCP 15"
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
ABCJEFFS WAY (PUBLIC STREET DEDICATED TO FREDERICK CO)24 FT PAVEMENT W/ 6 FT GRAVEL SHOULDERS50 FT RIGHT OF WAY25 MPH SPEED LIMITEX
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EDGE OF PVMTEp
EpEpEpEpEpEpEpEpT ········ TAP 8" DI WATER MAIN1" WATER SERVICE LINE TO METER BOX34" WATER METER AND BOX1" SERVICE LINE TO BUILDING·FIRE HYDRANT ASSEMBLY·6" GATE VALVE·8" X 6" REDUCER·8" DIP CL 52 PIPE·BOLLARDS AS DIRECTED BY FW INSPECTOR8" CL 52 DIP WATER MAIN BY OTHERS.PINE KNOLL CONSTRUCTION INC. PLANAPPROVED 8/25/154" PVC SEWER LATERAL6" CL 52 DIP FORCE MAIN BYOTHERS.PINE KNOLL CONSTRUCTIONINC. PLAN APPROVED 8/25/1520' PROPFREDERICKWATERESMTENCASE 4" STORM WITHPVC PIPE IN FW EASEMENTDATE:SCALE:CHECKED BY:SHEET OF 25Dollar General
LOT 33 (A) 123
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1253.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNAPRIL 22, 2022PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe4/22/2202040WATER AND SEWER PLAN
711
DATE:SCALE:CHECKED BY:SHEET OF 25Dollar General
LOT 33 (A) 123
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1253.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNAPRIL 22, 2022PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe4/22/22SITE AND UTILITY DETAILS
8
DATE:SCALE:CHECKED BY:SHEET OF 25Dollar General
LOT 33 (A) 123
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1253.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNAPRIL 22, 2022PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe4/22/22SITE AND UTILITY DETAILS
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DATE:SCALE:CHECKED BY:SHEET OF 25Dollar General
LOT 33 (A) 123
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1253.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNAPRIL 22, 2022PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe4/22/22SITE AND UTILITY DETAILSDUMPSTER SCREEN FENCEN.T.S.GATE POSTN.T.S.COMPACTOR /DUMPSTER ENCLOSUREN.T.S.CROSS SLOPE @ 14" : 1'PROP. 4" CONC.SIDEWALK 3000PSICONC.4" 21-A AGG.OVER COMPACTEDSUBGRADE6x6 - W1.4xW1.4 WWF1-1/2" MIN. COVERSIDEWALK SECTIONNOT TO SCALE·LIGHT BROOM FINISH.·PLAN FOR JOINTS AND EXPANSIONJOINTS TO BE PROVIDED BYCONTRACTOR.·SLOPE AWAY FROM BUILDINGPRELIMINARYHEAVY DUTY PAVEMENT SECTIONn.t.s.2" SM-9.5A ASPHALT12" - 21B AGGREGATECOMPACTED SUBGRADE3" BM-25 ASPHALTNote: Joints where new pavement abuts existing pavement shall be sawcut to provide a smooth straight edge.PRELIMINARYLIGHT DUTY/PARKING AREAPAVEMENT SECTIONfor non-paver parking spacesn.t.s.2" SM-9.5A ASPHALT12" - 21A AGGREGATECOMPACTED SUBGRADERELIMINARYDUMPSTER PAD SECTION(broom finish)n.t.s.6" VDOT A4 4000 psi CONC. W/ASTM C116 FIBER @ 4 LBS/CY ANDWELDED WIRE REINFORCEMENT6" X 6" X W1.4 X W1.412" - VDOT 21A AGGREGATECOMPACTED SUBGRADENote: Dumpster pad turndown, extend 18" below top of slab toinclude one grade 60 continuous No. 5 deformed bar at top andbottom of section.10
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ROUTE 11 - MARTINSBURG PIKE
90' R.O.W
SPLIT RAIL FENCE OLD WIRE FENCEASPHALT SIDEWALK
MAPLE 48"
WELL & VAULT
622
621620619618617616616
617
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RCP 15"INV. = 616.25'
INV. = 616.29'
INV. = 616.50'
INV. = 616.48'RCP 15"1011U1U2U3U4U52122203031EDGE OF PVMT
EDGE OF PVMT EDGE OF PVMTEp
EpEpEpEpEpEpEpEpEpT
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ROUTE 11 - MARTINSBURG PIKE
90' R.O.W
SPLIT RAIL FENCE OLD WIRE FENCEASPHALT SIDEWALK
MAPLE 48"
WELL & VAULT
622
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RCP 15"INV. = 616.25'
INV. = 616.29'
INV. = 616.50'
INV. = 616.48'RCP 15"1011U1U2U3U4U52122203031DATE:SCALE:CHECKED BY:SHEET OF 25Dollar General
LOT 33 (A) 123
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1253.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNAPRIL 22, 2022PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe4/22/2202040GRADING PLAN
1111
WELL & VAULT JEFFS WAY (PRIVATE LOCAL STREET)24 FT PAVEMENT W/ 6 FT GRAVEL SHOULDERS50 FT RIGHT OF WAY25 MPH SPEED LIMITEX
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TEDGE OF PVMTVDOTSTDCG-11W = 36 FTR25'R25'R15'R25'EX R/WEX R/W45' THROAT5' SIDEWALKCG-2(TYP)CG-2(TYP)CG-6(TYP)LIGHT DUTY PAVEMENT INPARKING SPACESHEAVY DUTY PAVEMENT INTRAVEL WAYPERMEABLE PAVERSPERMEABLE PAVERS
SD = 270' TOINTERSECTIONSD =
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WP-2 MILL AREASTOP24" R1-1STOP SIGNGRADE BEAM (TYP) SEEDETAIL SHEET 2024" PAINTED STOPBAR0+00 C/L +10 +20 +30610615620625610615620625+40+50+60END OF
THROAT
R/W
DATE:SCALE:CHECKED BY:SHEET OF 25Dollar General
LOT 33 (A) 123
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1253.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNAPRIL 22, 2022PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe4/22/22VDOT ENTRANCE PLAN Temporary Traffic Control Plan Tim Stowe - Verification No. 020917046 Entrance PlanGeneral Notes:1. This project is classified as a TMP Type "A" project. Traffic on the project is low-volume. The traffic volume for Jeffs Way is 132 vehicles per daybased on 2021 field counts, with a posted speed limit of 25 mph.2. The project is located east of the intersection of Route 11 and Jeff's Way in the Clear Brook section of Frederick County.3. The work consists of installing a new 12,480 SF variety store.4. The work zone will be approximately 100 feet in length for the entrance.5. The work zone will consist of shoulder closures and temporary closure on the west bound shoulder of Jeffs Way, following the Virginia Work AreaProtection Manual (VWAPM) and the MUTCD.6. The work zone will be in operation Monday through Friday, during day light hours with lane closure only being allowed between 9:00am to 3:00pm.Lane closures will not be allowed from noon the work day before a holiday to noon the work day after the holiday as specified in the Road and BridgeSpecifications or as approved by the engineer.7. The contractor shall provide an intermediate level Work Zone Safety Coordinator to develop the work zone and at least a basic level Work ZoneSafety Coordinator to monitor and maintain the work zone.8. The shoulder closure will follow TTC-4.2 of the VWAPM. The lane closure will follow TTC-23.2 of the VWAPM. Signing project limits will follow TTC-53of the VWAPM.9. The contractor shall submit a detailed traffic control plan to VDOT for review 14 days prior to any construction on VDOT Right-of-Way.10. The contractor shall maintain adequate access and sight distance to all properties. Emergency Vehicles and Postal Vehicles shall have access toproperties at all times.11. All equipment and material storage shall be located outside of the clear zone. The clear zone for this project is 30' beyond the edge of the existingpavement.12. Entrances, Intersections, and Pedestrian Access: The roads must remain open to traffic at all times during construction. A 10' shared use path atthe east end of the site must remain open during construction.13. The Contractor is responsible for designating a person assigned to the project who will have the primary responsibility, with sufficient authority, forimplementing the TMP.14. Contractor personnel assigned to the project must be trained in traffic control to a level commensurate with their responsibilities in accordancewith VDOT's work zone traffic control training guidelines.15. At a minimum, the Contractor shall perform daily reviews of the work zone to ensure compliance with contract documents and establishedspecifications and standards.Typical Sections. - See Entrance design PlansDetails - See Entrance Design PlansSchematic layout of work zone - See Entrance Design PlansPublic Communications Plana. The Contractor shall notify the VDOT Project Manager/Residency Administrator of scheduled general work plans and traffic delays a minimum ofseven (7) days prior implementation of the work. VDOT will provide project information to the Staunton District Public Affairs in advance of thestart of construction and weekly updates by noon on Thursday for the following weeks work. Changes in the work plans shall be madeimmediately known to VDOT.b. The Contractor shall notify the VDOT Project Manager/Residency Administrator of specific work requiring lane shifts, lane closures and/or phasechanges a minimum of two (2) working days prior to implementing that specific activity. Activities requiring height, width, and weight restrictionsrequire notification ten (10) working days prior to the specific activity.c. The Contractor shall notify the VDOT Project Manager/Residency Administrator of any unscheduled traffic delays immediately upon knowing thechange to the work schedule.Transportation Operations Plan - Not required. The work zone is less than ½ mile in length.0204012ENTRANCE CROSS SECTIONSCALE: 1" = 10' H 1" = 5' VVDOT General NotesV1.All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and BridgeSpecifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of adiscrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern.V2.All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia OccupationalSafety & Health (VOSH) Rules and Regulations.V3.When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT'sWork Area Protection Manual. A transportation management plan needs to be submitted for approval and land use permit issued prior to any execution ofwork within the VDOT right of way.V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned byVDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflictwith the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility.V5.Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Anyadditional expense incurred as a result of any field revision shall be the responsibility of the developer.V6.If required by the local VDOT Land Development Office, a pre-construction conference shall be arranged and held by the engineer and/or developer with theattendance of the contractor (s), various County agencies, utility companies and VDOT prior to initiation of work.V7.The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undetermined length of time. VDOT requiresand shall receive 48 hours advance notice prior to any required or requested inspection.V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any traffic control plan that impacts a VDOT maintained Interstate orPrimary roadway to provide notification of the installation and removal of the work zone.V9.The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrance(s) in accordance with Section 3.02 of the VirginiaErosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction.V10.Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction.V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall beinstalled under roadway drainage facilities at conflict points.V12.Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall beimmediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineerand approved by VDOT.V13.All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement of fill. A VDOTrepresentative shall be present to insure the soil sample(s) obtained for CBR's is representative of the location. When soil samples are submitted to privatelaboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall beperformed in accordance with all applicable VDOT standards and procedures.V14.All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in accordance with the lift thicknesses, density andmoisture requirements as specified in the current VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily,unless specified otherwise.V15.VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT.V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans as storm sewer pipe and a selectnumber of pipe culverts. For pipe culverts, a minimum of one pipe installation for each size of each material type will be inspected or ten percent of the totalamount for each size and material type summarized. All pipe installations on the plans not identified as storm sewer pipe shall be considered as culvert pipefor inspection purposes. Additional testing may be required as directed by the Area Land Use Engineer or their representative.V17.The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibilityof the developer.V18.Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer in accordance with theManual On Uniform Traffic Control Devices.V19.The developer shall provide the VDOT Land Development Office with a list of all material sources prior to the start of construction. Copies of all invoices formaterials utilized within any dedicated street right-of-way must be provided to the local VDOT Land Development Office prior to acceptance of the work.Unit and total prices may be obscured.V20.Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density controlstrip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests.Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representativeshall be notified and given the opportunity to be present during the construction and testing of the density control strip.V21.Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined usingthe density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reportsshall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during theconstruction and testing of the control strip.V22.In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation todetermine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approvalprior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundationis encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT.V23.VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Finalapproval of the guardrail layout to be given by VDOT after grading is mostly complete.V24.Approval of these plans shall expire five (5) years from the date of the approval letter.V25.VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT.V26.The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine thetype and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the engineer andVDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, whererock is encountered and cast-in-place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitablefoundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT.1
DATE:SCALE:CHECKED BY:SHEET OF 25Dollar General
LOT 33 (A) 123
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1253.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNAPRIL 22, 2022PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe4/22/22EROSION & SEDIMENT CONTROL NARRATIVE Erosion and Sediment Control NarrativeProject DescriptionThis project consists of constructing retail store and supporting site features. 1.4 acres of land will be disturbed with the construction of thisproject.Date of ConstructionConstruction is planned to begin the 2nd quarter of 2022 and end in the 4th quarter of 2022.Existing Site ConditionsThe site is currently undeveloped.Adjacent PropertyThe project is located in the Clear Brook area of Frederick County in the northwest quadrant at the intersection of Route 11 and Jeffs Way.Offsite AreasThere are no planned off-site borrow or disposal areas associated with this project.SoilsFor the project area, generalized soils data contained on the USDA Natural Resource Conservation Service's Web Soil Survey shows the projectarea with 100% Oaklet silt loam with 2-7% slopes.GeologyNo rock outcrops or karst features were observed.Critical Erosion AreasAreas where concentrated stormwater is discharging will be critical.Erosion and Sediment Control MeasuresUnless otherwise indicated, all vegetative and structural erosion and sediment control practices shall be constructed and maintained according tominimum standards and specifications of the Virginia Erosion and Sediment Control Handbook. The minimum standards of the handbook shall beadhered to unless otherwise waived or approved by a variance.CONSTRUCTION NARRATIVEThe work shall generally be carried out in the following sequence:PHASE 11. Hold pre-construction meeting on-site with the inspector. The Frederick County inspector shall have 48 hours notice to schedule an on-sitepre-construction inspection following the issuance of a land disturbance permit. The certified responsible land disturber must attend thepre-construction meeting2. Install the construction entrance. Temporary Construction Entrance (3.02) installed at the entrance to the site to minimize mud carried ontothe roadway.3. Clearing and grubbing for sediment control and sediment trapping devices only. Silt Fence Barrier (3.05) is to be installed down-slope of workareas and around the on-site stockpile area to filter sediment-laden runoff from sheet flow as indicated on the plans.4. Construct and/or place sediment trapping and sediment control devices.PHASE 21. Clear and grub the remainder of the site. Topsoil that is to be used in the final grading of grassed areas shall be stripped and stockpiled on sitefor later use. The excess topsoil shall be removed and disposed of by the contractor. All stockpiles shall be stabilized with seeding andsurrounded with silt fence.2. Rough grade the site.3. Storm drain structures and pipe shall be installed. Inlet protection (3.07) shall be installed as shown on the plans around inlets to filtersediment-laden runoff. The area shall be stabilized upon completion of grading.5. Final grading.6. Top Soiling (3.30) and Surface Roughening (3.29) shall be applied to all areas that will be seeded.7. Permanent Seeding (3.32) shall be applied as soon as the grading operations are completed.8. Remove erosion and sediment control measures within 30 days from when they are no longer needed and with approval of the inspector.Vegetative PracticesTemporary seeding (3.31) soil stabilization shall be applied to denuded areas within seven days after the final grading is complete on any portionof the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormantfor longer than 30 days, but less than one year. Permanent stabilization shall be applied to areas that are to be left dormant for more than oneyear.Stockpile areas shall be surrounded with silt fence and protected by mulch and/or temporary seeding immediately after grading.Diversion dike and temporary sediment trap embankments shall be compacted by machine, seeded and mulched (hay mulch or straw) fortemporary and/or permanent vegetative cover immediately after construction.Vegetative stabilization shall be uniform, mature enough to survive, and adequate to inhibit erosion. Any areas not meeting these requirementsshall be reseeded.Management PracticesConstruction will be carried out so that grading operations can begin and end as quickly as possible.Sediment trapping measures will be installed as the first step in grading. These measures will be seeded and mulched immediately followinginstallation.Temporary seeding or other stabilization will follow immediately after grading. Areas which are not to be disturbed will be clearly marked by flags,signs, etc. The job superintendent shall be responsible for the installation and maintenance of all erosion and sediment control practices.Maintenance of these measures throughout the project is critical to the effectiveness of the program. Devices listed herein are considered to beminimum erosion and sediment controls. Addition E&S measures may be necessary due to contractor phasing or other unforeseen conditions. It isthe contractor's responsibility to provide measures in addition to those shown in order to control erosion and contain sediment on the site. Allmeasures shall be installed in accordance with the Virginia Erosion and Sediment Control Handbook. After achieving adequate stabilization, thetemporary E&S controls will be cleaned up and removed.Permanent StabilizationAll areas disturbed by construction shall be stabilized with permanent seeding immediately following finish grading. Seeding shall be done withKentucky 31 Tall Fescue according to Std. & Spec. 3.32, PERMANENT SEEDING, of the handbook. Mulch (straw or fiber) will be installed over fillslopes which have been brought to final grade and have been seeded to protect the slopes from hill and gully erosion and to allow the seed togerminate properly will be used on relatively flat areas. In all seeding operations, seed, fertilizer, and lime will be applied before mulching.STORMWATER MANAGEMENTThis project increases the impervious area of the site. Stormwater quantity will be achieved in the permeable paver system and stormwatermanagement basin. Storm water quantity will be achieved through the purchase of nutrient credits from a DEQ approved source.MAINTENANCEIn general, all erosion and sediment control measures will be checked daily and after each rainfall event. The following items are to be checked:1. The gravel construction entrance shall be checked regularly for sediment buildup which will prevent drainage. If the gravel is clogged bysediment, it shall be removed and cleaned or replaced.2. The CRAFS shall be checked after each storm event. Silt shall be cleaned out and repairs made when needed.3. The inlet protection shall be checked, cleaned of silt, and where needed repaired.4. The seeded areas will be checked regularly to ensure that a good stand is maintained. Areas should be fertilized and reseeded as needed.5. The contractor shall be responsible for keeping all roads and travel ways, both public and private, clean of all dust and mud at all times.6. All downstream properties and waterways shall be provided adequate protection from erosion and sediment deposition.SEEDING SCHEDULE1. All permanent seeding shall be in accordance with section 3.32 of the VESCH.2. On non-rock surfaces, spread topsoil at a minimum depth of four inches.3. Incorporate pulverized agricultural lime into the soil at a rate of 92 lbs. per 1000 sq. ft. (2 tons per acre).4. Fertilize with 10-10-10 fertilizer at a rate of 23 lbs. per 1000 sq. ft. (1000 lbs. per acre).5. Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue and 33% Red Top Clover.6. Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs. per acre anchored with cutback or emulsified asphalt applied at a rateof 200 gallons per acre.DUST CONTROL1. Temporary seeding shall be applied to all disturbed areas subject to little or no construction traffic.2. All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is wet. This process shall be repeated as needed tocontrol dust.MINIMUM CONSTRUCTION EROSION & SEDIMENT CONTROL STANDARDS9VAC25-840-40. Minimum standards.A VESCP must be consistent with the following criteria, techniques and methods:1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of thesite. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant forlonger than 14 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year.2. During construction of the project, soil stock piles and borrow areas shall be stabilized or protected with sediment trapping measures. Theapplicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soilintentionally transported from the project site.3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not beconsidered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion.4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first stepin any land-disturbing activity and shall be made functional before upslope land disturbance takes place.5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation.6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin.a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainageareas 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 asediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at aminimum, maintain the structural integrity of the basin during a 25-year storm of 24-hour duration. Runoff coefficients used in runoff calculationsshall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized.7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessivelywithin one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected.8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slopedrain structure.9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided.10. All storm sewer inlets that are made operable during construction shall be protected so that sediment-laden water cannot enter the conveyancesystem without first being filtered or otherwise treated to remove sediment.11. Before newly constructed stormwater conveyance channels or pipes are made operational, adequate outlet protection and any requiredtemporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel.12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilizethe work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways andcofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials.13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular streamcrossing constructed of nonerodible material shall be provided.14. All applicable federal, state and local requirements pertaining to working in or crossing live watercourses shall be met.15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed.16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria:a. No more than 500 linear feet of trench may be opened at one time.b. Excavated material shall be placed on the uphill side of trenches.c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in amanner that does not adversely affect flowing streams or off-site property.d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization.e. Restabilization shall be accomplished in accordance with this chapter.f. Applicable safety requirements shall be complied with.17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment byvehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleanedthoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment controldisposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lotsas well as to larger land-disturbing activities.18. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporarymeasures are no longer needed, unless otherwise authorized by the VESCP authority. Trapped sediment and the disturbed soil areas resulting fromthe disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation.19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due toincreases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with thefollowing standards and criteria. Stream restoration and relocation projects that incorporate natural channel design concepts are not man-madechannels and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels:a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made receivingchannel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at theoutfall 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 one hundred times greater thanthe contributing drainage area of the project in question; or(2)(a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel banks nor causeerosion of channel bed or banks.(a)All previously constructed man-made channels shall be analyzed by the use of a ten-year storm to verify that stormwater will not overtopits banks and by the use of a two-year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and(b) Pipes and storm sewer systems shall be analyzed by the use of a ten-year storm to verify that stormwater will be contained within thepipe or system.c. If existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall:(1) Improve the channels to a condition where a ten-year storm will not overtop the banks and a two-year storm will not cause erosion tochannel the bed or banks; or(2) Improve the pipe or pipe system to a condition where the ten-year storm is contained within the appurtenances;(3) Develop a site design that will not cause the pre-development peak runoff rate from a two- year storm to increase when runoff outfallsinto a natural channel or will not cause the pre- development peak runoff rate from a ten-year storm to increase when runoff outfalls into a man-made channel; or provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the VESCPauthority to prevent downstream erosion.d. The applicant shall provide evidence of permission to make the improvements.e. All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development condition of the subject project.f. If the applicant chooses an option that includes stormwater detention, he shall obtain approval from the VESCP of a plan for maintenance of thedetention facilities. The plan shall set forth the maintenance requirements of the facility and the person responsible for performing themaintenance.g. Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall be placed at the outfall of all detentionfacilities 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, adequatechannel, 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 beconsidered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project.Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations.k. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical andbiological integrity of rivers, streams and other waters of the state.Any plan approved prior to July 1, 2014, that provides for stormwater management that addresses any flow rate capacity and velocity requirementsfor natural or man-made channels shall satisfy the flow rate capacity and velocity requirements for natural or man-made channels if the practicesare 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 rainfallresulting from the one year, 24- hour storm; and (iii) reduce the allowable peak flow rate resulting from the 1.5, 2, and 10-year, 24-hour storms to alevel that is less than or equal to the peak flow rate from the site assuming it was in a good forested condition, achieved through multiplication ofthe forested peak flow rate by a reduction factor that is equal to the runoff volume from the site when it was in a good forested condition divided bythe runoff volume from the site in its proposed condition, and shall be exempt from any flow rate capacity and velocity requirements for natural orman-made channels as defined in any regulations promulgated pursuant to § 62.1-44.15:54 or 62.1- 44.15:65 of the Act.l. For plans approved on and after July 1, 2014, the flow rate capacity and velocity requirements of § 62.1-44.15:52 A of the Act and thissubsection shall be satisfied by compliance with water quantity requirements in the Stormwater Management Act (§62.1-44.15:24 et seq. of theCode of Virginia) and attendant regulations, unless such land-disturbing activities are in accordance with 9VAC25-870-48 of the Virginia StormwaterManagement Program (VSMP) Permit Regulations.m. Compliance with the water quantity minimum standards set out in 9VAC25-870-66 of the Virginia Stormwater Management Program (VSMP)Permit Regulations shall be deemed to satisfy the requirements of Minimum Standard 19.13
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RCP 15"INV. = 616.25'
INV. = 616.29'
INV. = 616.50'
INV. = 616.48'RCP 15"
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SPLIT RAIL FENCE OLD WIRE FENCEASPHALT SIDEWALK
MAPLE 48"
WELL & VAULT
622
621620619618617616616
617
616
617
6
1
6
6
1
7
618
619619
619
619
6
1
8
617
617
617
618619
617
618 619620 6206196196196186186186176186186166176186
2
2
6
2
1
6
2
0
61
9
619
RCP 15"INV. = 616.25'
INV. = 616.29'
INV. = 616.50'
INV. = 616.48'RCP 15"CEX X X X X X X X X X X
SFSFSAFXX
XX
X
X
X
SF>>>>>>>>>DDSTCRAFSSEDIMENTTRAPL=21 FTOPCIPOPCIPOPX XXSFCRAFS drainage area = 1.6 acDATE:SCALE:CHECKED BY:SHEET OF 25Dollar General
LOT 33 (A) 123
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1253.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNAPRIL 22, 2022PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe4/22/2202040PHASE 1 EROSION & SEDIMENT CONTROL PLAN
14E&S LEGENDCEConstruction EntranceSFSilt FenceDDDiversion DikeSTSediment Trap (CRAFS)SAFSafety FenceCIPCulvert Inlet ProtectionOPOutlet ProtectionTSTemporary SeedingPSPermanent SeedingSOILS INDEX32B Oaklet silt loamDA toDiversionDike = 1.1 ac1
B
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7
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ROUTE 11 - MARTINSBURG PIKE
90' R.O.W
SPLIT RAIL FENCE OLD WIRE FENCEASPHALT SIDEWALK
MAPLE 48"
WELL & VAULT
622
621620619618617616616
617
616
617
6
1
6
6
1
7
618
619619
619
619
6
1
8
617
617
617
618619
617
618 619620 6206196196196186186186176186186166176186
2
2
6
2
1
6
2
0
61
9
619
RCP 15"INV. = 616.25'
INV. = 616.29'
INV. = 616.50'
INV. = 616.48'RCP 15"1011U1U2U3U4U52122203031EDGE OF PVMT
EDGE OF PVMT EDGE OF PVMTEp
EpEpEpEpEpEpEpEpEpT
B
M
=
6
1
8
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7
3
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L
ROUTE 11 - MARTINSBURG PIKE
90' R.O.W
SPLIT RAIL FENCE OLD WIRE FENCEASPHALT SIDEWALK
MAPLE 48"
WELL & VAULT
622
621620619618617616616
617
616
617
6
1
6
6
1
7
618
619619
619
619
6
1
8
617
617
617
618619
617
618 619620 6206196196196186186186176186186166176186
2
2
6
2
1
6
2
0
61
9
619
RCP 15"INV. = 616.25'
INV. = 616.29'
INV. = 616.50'
INV. = 616.48'RCP 15"1011U1U2U3U4U52122203031X X X X X X X X X X X
XX
XX
X
X
X
>>>>>>>>>XXX
XXX TSPSTSPSTSPSTSPSX XXDATE:SCALE:CHECKED BY:SHEET OF 25Dollar General
LOT 33 (A) 123
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1253.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNAPRIL 22, 2022PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe4/22/2202040PHASE 2 EROSION & SEDIMENT CONTROL PLAN
15E&S LEGENDCEConstruction EntranceSFSilt FenceDDDiversion DikeSTSediment Trap (CRAFS)SAFSafety FenceCIPCulvert Inlet ProtectionOPOutlet ProtectionTSTemporary SeedingPSPermanent SeedingSOILS INDEX32B Oaklet silt loam
DATE:SCALE:CHECKED BY:SHEET OF 25Dollar General
LOT 33 (A) 123
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1253.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNAPRIL 22, 2022PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe4/22/22EROSION & SEDIMENT CONTROL NARRATIVE
161
1+00+20 +40 +60605610615620625630635605610615620625630635+50 0+00 +50 1+00 +50600605610615620625630635600605610615620625630635DATE:SCALE:CHECKED BY:SHEET OF 25Dollar General
LOT 33 (A) 123
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1253.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNAPRIL 22, 2022PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe4/22/22WATER & SEWER PROFILES
17WATER MAIN PROFILESEWER LATERAL PROFILE1
Pre-Development Areas and existing cover Post Development
STORM WATER NARRATIVE:
DRAINAGE AREA
OVERALL RUNOFF ANALYSIS (QUANTITY)
QUALITY ANALYSIS
1"=50'1"=50'
Site Area 3.356 Acres
Improvement Factor 0.8 UsedI.F.0.8 site >1 Acres0.9 site <=1 AcreUnitDescriptionQ-Pre-Developed 3.16 cfs
The peak flow rate of runoff from the site in the pre-development conditionRV-Pre-Developed 0.286 Ac.Ft.The volume of runoff from the site in the pre-development conditionQ-Developed 5.66 cfs
The allowable peak flow rate of runoff from the developed siteRV-Developed 0.412 Ac.Ft.The volume of runoff from the site in the developed conditionQ-Forest 0 cfs
The peak flow rate of runoff from the site in a forested conditionRV-Forest 0 Ac.Ft.The volume of runoff from the site in a forested condition
Q Allowable Developed 1.75 cfs=IF*(Qpre*Rv-Pre)/Rv-Dev
Q Allowable Forest 0.00 cfs=(Qforest * RV-Forest)/RV-Dev
Q Allowable 1.75 cfs Q Post 1.68 cfs
Storm Events
Event Inches
1 2.40
2 2.89
10 4.22
100 6.65
Allowable Discharge Computation
For computaiton of
allowable discharge
only
A
Front parking Lot
B
Side Parking Lot
C
Roof
D
Remaining Site
E
Offsite
Pre1
Offsite
Pre2
Property Only
Pst1
Offsite
Pst2
Property Only
P-A
Pavers (Front)
P-B
Pavers (Side)
P-C
Dry Pond Along Rear of
Building
Pre-PK
Pine Knoll Construction
by GreyWolfe, Inc.
Pst-PK
Pine Knoll Construction
by GreyWolfe, Inc.
Pst-PK2
Pine Knoll Construction
by GreyWolfe, Inc.
S1
Study Point (Pre)
S2
Study Point (Post
Comps)
S3
Study Point (Post)
Routing Diagram
Input Parameters
Channel Type: Circular
Pipe Diameter: 1.2500 ft
Longitudinal Slope: 0.0050 ft/ft
Manning's n: 0.0130
Depth: 1.2500 ft
Result Parameters
Flow: 4.5678 cfs (for single pipe)
Area of Flow: 1.2272 ft^2
Wetted Perimeter: 3.9270 ft
Hydraulic Radius: 0.3125 ft
Average Velocity: 3.7221 ft/s
Proposed Twin 15" Culvert Computations
Events for Link S3: Study Point (Post)
Event Inflow
(cfs)
Primary
(cfs)
Elevation
(feet)
1-Year 1.68 1.68 0.00
2-Year 3.36 3.36 0.00
10-Year 9.18 9.18 0.00
100-Year 19.40 19.40 0.00
Events for Link S1: Study Point (Pre)
Event Inflow
(cfs)
Primary
(cfs)
Elevation
(feet)
1-Year 3.16 3.16 0.00
2-Year 4.84 4.84 0.00
10-Year 10.10 10.10 0.00
100-Year 23.46 23.46 0.00
Events for Pond P-A: Pavers (Front)
Event Inflow
(cfs)
Outflow
(cfs)
Primary
(cfs)
Secondary
(cfs)
Elevation
(feet)
Storage
(cubic-feet)
1-Year 1.37 0.32 0.32 0.00 618.39 1,468
2-Year 1.63 0.36 0.36 0.00 618.56 1,732
10-Year 2.26 0.45 0.45 0.00 619.00 2,459
100-Year 3.45 0.63 0.63 0.00 620.25 3,788
Events for Pond P-B: Pavers (Side)
Event Inflow
(cfs)
Outflow
(cfs)
Primary
(cfs)
Secondary
(cfs)
Elevation
(feet)
Storage
(cubic-feet)
1-Year 2.00 0.25 0.25 0.00 618.75 2,168
2-Year 2.42 0.25 0.25 0.00 618.92 2,665
10-Year 3.56 0.27 0.27 0.00 619.41 4,076
100-Year 5.64 0.72 0.34 0.49 620.38 6,202
Events for Pond P-C: Pipe Storage
Event Inflow
(cfs)
Outflow
(cfs)
Primary
(cfs)
Secondary
(cfs)
Elevation
(feet)
Storage
(cubic-feet)
1-Year 1.63 0.31 0.31 0.00 617.62 1,051
2-Year 2.53 1.99 0.44 1.55 619.30 1,614
10-Year 5.33 6.10 0.46 5.63 619.71 1,619
100-Year 11.11 11.15 0.49 10.67 620.11 1,624
BMP Contributing Drainage Area
1"=50'
CDA Total(to Pavers B)DA=25,097 SF0.576 Ac.
CDA Total(to Pavers A)DA=14,279 SF0.328 Ac.
DATE:
SCALE:
CHECKED BY:
SHEET OF 25Dollar GeneralLOT 33 (A) 123STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIATSS
1253.0103 Heath CourtWinchester, VA 22602(540) 686-7373fax (540) 301-1100TSS
AS SHOWN
APRIL 22, 2022
PROJECT NUMBER:
DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe
4/22/22DRAINAGE AREAS AND COMPUTATIONS18
10
11U1U2U3
U4
U5
2122 20
30
31
AREA-C(Roof to parking surface - [Area-B])DA=12,480 SFCN=98Tc=5 Min.
AREA-A(to Pavers A)DA=14,279 SF[4,100 SF Pavers]CN=98Tc=5 Min.
AREA-B(to Pavers B)DA=12,617 SF[7,250 SF Pavers]CN=98Tc=5 Min.
AREA-EOffsite(to Pond C)DA=75,899 SFCN=78Tc=8.4 Min.
AREA-DRemaining Area(Un-detained)DA=30,926 SFCN=82Tc=10 Min.
Pst-PKPeak runoff throughexisting twin 15' pipesfrom plans prepared byothers
Jeff's Way
Jeff's Way
(to be constructed by Others)Wes Luke Drive(to be constructed by Others)Route11620618616
618616618
620 6186
2
2
622622624624
622
624624626626624
62
6 624622616
Study Point
AREA-Pre1OffsiteDA=83,235 SFCN=78Tc=8.4 Min.
AREA-Pre2Property OnlyDA=62,966 SFCN=75Tc=9.5 Min.Route11Wes Luke Drive(to be constructed by Others)Jeff's Way
(to be constructed by Others)Jeff's Way Pre-PKPeak runoff throughexisting twin 15' pipesfrom plans prepared byothers620618616618616618
620 6186
2
2
622622624624
622
624624626626624
62
6 624622616
Study Point
10
11U1U2U3
U4
U5
2122 20
30
31
DATE:
SCALE:
CHECKED BY:
SHEET OF 25Dollar GeneralLOT 33 (A) 123STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIATSS
1253.0103 Heath CourtWinchester, VA 22602(540) 686-7373fax (540) 301-1100TSS
AS SHOWN
APRIL 22, 2022
PROJECT NUMBER:
DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe
4/22/22STORM PROFILES19
+50 0+00 +50 1+00 +50
605
610
615
620
625
630
635
605
610
615
620
625
630
635
·
·
+50 0+00 +50 1+00 +50 2+00 +50 3+00
605
610
615
620
625
630
635
605
610
615
620
625
630
635
+50 0+00 +50 1+00 +50 2+00 +50 3+00 +50 4+00 +50
605
610
615
620
625
630
635
605
610
615
620
625
630
635
0+00 +50 1+00 +50
605
610
615
620
625
630
635
605
610
615
620
625
630
635
DATE:
SCALE:
CHECKED BY:
SHEET OF 25Dollar GeneralLOT 33 (A) 123STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIATSS
1253.0103 Heath CourtWinchester, VA 22602(540) 686-7373fax (540) 301-1100TSS
AS SHOWN
APRIL 22, 2022
PROJECT NUMBER:
DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe
4/22/22PERMEABLE PAVER DETAILS20
Availability Letter
Permeable Pavers
Structure: B Level 1
Rv 0.95 From RRM Computation
Area 0.5761 Acres
25,097 SF
Surface Area of Pavers Required
2.5 to 1 Ratio max CDA to Pavers per BM Spec. 7 v2.0 Jan.1, 2013
Pavers 7,250 SF
CDA 18,125 SF
Total 25,375 SF
Total Treatment Volume Required
Tv=(1)(Rv*A)/12 Total 1,987 ft^3
Stone Storage
Voids 40%
Surface Area 7,250 SFDepth of Stone 8.22 Inches
Proposed Depth 18 Inches
Top of pavers 620.25 Void %
Pavers 3.125 Inches 619.99 10
#8 Stone 2 Inches 619.82 25
#57 Stone 4 Inches 619.49 25
Reservoir Stone 18 Inches 617.99 40
2.26 Depth Ft.
Permeable Pavers
Structure: A Level 1
Rv 0.95 From RRM Computation
Area 0.3278 Acres
14,279 SF
Surface Area of Pavers Required
2.5 to 1 Ratio max CDA to Pavers per BM Spec. 7 v2.0 Jan.1, 2013
Pavers 4,100 SF
CDA 10,250 SF
Total 14,350 SF
Total Treatment Volume Required
Tv=(1)(Rv*A)/12 Total 1,130 ft^3
Stone Storage
Voids 40%
Surface Area 4,100 SF
Depth of Stone 8.27 Inches
Proposed Depth 24 Inches
Top of pavers 620.25 Void %
Pavers 3.125 Inches 619.99 10
#8 Stone 2 Inches 619.82 25
#57 Stone 4 Inches 619.49 25
Reservoir Stone 24 Inches 617.49 40
2.76 Depth Ft.
DATE:
SCALE:
CHECKED BY:
SHEET OF 25Dollar GeneralLOT 33 (A) 123STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIATSS
1253.0103 Heath CourtWinchester, VA 22602(540) 686-7373fax (540) 301-1100TSS
AS SHOWN
APRIL 22, 2022
PROJECT NUMBER:
DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe
4/22/22WATER QUALITY COMPUTATIONS21
DATE:
SCALE:
CHECKED BY:
SHEET OF 25Dollar GeneralLOT 33 (A) 123STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIATSS
1253.0103 Heath CourtWinchester, VA 22602(540) 686-7373fax (540) 301-1100TSS
AS SHOWN
APRIL 22, 2022
PROJECT NUMBER:
DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe
4/22/22WATER QUANTITY COMPUTATIONS22
DATE:SCALE:CHECKED BY:SHEET OF 25Dollar General
LOT 33 (A) 123
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1253.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNAPRIL 22, 2022PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe4/22/22STORM SEWER DETAILS
23
B
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ROUTE 11 - MARTINSBURG PIKE
90' R.O.W
SPLIT RAIL FENCE OLD WIRE FENCEASPHALT SIDEWALK
MAPLE 48"
WELL & VAULT
RCP 15"INV. = 616.25'
INV. = 616.29'
INV. = 616.50'
INV. = 616.48'RCP 15"1011U1U2U3U4U5212220ABC3031JEFFS WAY (PRIVATE LOCAL STREET)24 FT PAVEMENT W/ 6 FT GRAVEL SHOULDERS50 FT RIGHT OF WAY25 MPH SPEED LIMITEX
.
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EX. COMM ENTRANCE
EDGE OF PVMT
EDGE OF PVMT EDGE OF PVMTEp
EpEpEpEpEpEpEpEpEpTD-MPAINTEDHATCHAREA8" WATER MAINFIREHYDRANTFIREHYDRANT36'30'PAINTEDCURBDATE:SCALE:CHECKED BY:SHEET OF 25Dollar General
LOT 33 (A) 123
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1253.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNAPRIL 22, 2022PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe4/22/2202040LIFE SAFETY PLAN NOPARKINGFIRE LANENOPARKINGFIRE LANENOPARKINGFIRE LANENOPARKINGFIRE LANE24
B
M
=
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ROUTE 11 - MARTINSBURG PIKE
90' R.O.W
SPLIT RAIL FENCE OLD WIRE FENCEASPHALT SIDEWALK
MAPLE 48"
WELL & VAULT
RCP 15"INV. = 616.25'
INV. = 616.29'
INV. = 616.50'
INV. = 616.48'RCP 15"ABCEDGE OF PVMT
EDGE OF PVMT EDGE OF PVMTEp
EpEpEpEpEpEpEpEpEpT8" CL 52 DIP WATER MAIN BY OTHERS.PINE KNOLL CONSTRUCTION INC. PLANAPPROVED 8/25/156" CL 52 DIP FORCE MAIN BYPINE KNOLL CONSTRUCTIONINC. PLAN APPROVED 8/25/15DATE:SCALE:CHECKED BY:SHEET OF 25Dollar General
LOT 33 (A) 123
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIATSS1253.0103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100TSSAS SHOWNAPRIL 22, 2022PROJECT NUMBER:DRAWN BY:STOWE ENGINEERING, PLCTimothy S. Stowe4/22/2202040LANDSCAPE PLAN
25GENERAL PLANTING NOTES1. THE LANDSCAPING WILL CONFORM TO SECTION 165-201.01 OF THE FREDERICK COUNTY ZONINGORDINANCE.2. SUBSTITUTION OF LANDSCAPE MATERIALS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTYPLANNING DEPARTMENT.3. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL OTHER SITEIMPROVEMENTS PRIOR TO BEGINNING LANDSCAPE WORK.4. THE GENERAL CONTRACTOR IS TO PROVIDE SUBGRADES 4" BELOW HARD SURFACES PLUS/MINUS .1FOOT.5. LANDSCAPE PLANTING AREAS SHALL BE FREE OF DEBRIS AND ROCKS LARGER THAN 3" IN ANYDIRECTION.6. TOPSOIL WITH A MINIMUM OF 30% ORGANIC CONTENT SHALL BE PLACED AT A MINIMUM DEPTH OF 4" INLANDSCAPE PLANTING AREAS.7. TOPSOIL SHALL BE TILLED INTO THE EXISTING SUBGRADE TO ELIMINATE SOIL INTERFACE PROBLEMS.8. ALL LANDSCAPE PLANTING AREAS RECEIVE A MINIMUM OF 2" MEDIUM-FINE BARK MULCH.9. ALL PLANT MATERIALS ARE TO CONFORM TO THE AMERICAN ASSOCIATION OF NURSERYMEN,STANDARDS FOR NURSERY STOCK, LATEST EDITION.10. PLANT SPECIES SUBSTITUTIONS ARE DISCOURAGED. IF PLANT AVAILABILITY IS A PROBLEM, CONTACT THELANDSCAPE DESIGNER FOR ACCEPTABLE ALTERNATIVES.11. IF THE SITE WORK IS DIFFERENT OR MODIFIED FROM WHAT IS DEPICTED ON THE LANDSCAPE PLAN, ORPOOR SOIL AND/OR DEBRIS ARE ENCOUNTERED, REQUIRING CHANGES TO THE LANDSCAPE PLAN,CONTACT THE LANDSCAPE DESIGNER FOR INSTRUCTION.12. THE CONTRACTOR SHALL MAINTAIN AND WATER PLANT MATERIAL UNTIL OWNER'S FINAL ACCEPTANCE.13. FIELD ADJUST THE LOCATION OF TREES AND SHRUBS TO AVOID CONFLICT WITH LOCATION OF ANYUTILITIES. CONTACT LANDSCAPE DESIGNER IF PROBLEMS ARE ENCOUNTERED.14. NEW LANDSCAPE AREAS WILL NEED TO BE WATERED FOR THE FIRST ONE TO TWO GROWING SEASONSTO ESTABLISH PLANTINGS.15. THE CATEGORY B FULL SCREEN BUFFER AT THE REAR OF THE SITE IS MODIFIED PER PROFFER 7 TOINCLUDE AN ADDITIONAL ROW OF EVERGREEN TREES.16. NO TREES OR SHRUBS TO BE PLANTED IN FREDERICK WATER EASEMENT.NOT TO SCALETREE PLANTING (2" CAL.)2"x2" WOOD STAKE ATOR BELOW GRADEFINISH GRADEWIDE NYLON WEBBINGROOT CROWN TO BE AT FINISHGRADE OR 1-2" ABOVE GRADETILLED OR BROKEN UP SOILMIN 12" DEEP2" SETTLED LAYER OF MULCH1/3 TREEHEIGHT2X WIDTH OFROOTBALLPLAN VIEWSTAKE120°GUY WIRETREE TRUNK1