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Home My WebLink About26-21 Site PlanSTONEWALL 4 SITE PLAN (SP #26-21) FREDERICK COUNTY, VIRGINIA LOCATION MAP: PROJECT INFORMATION:SHEET INDEX: PROJECT NOTES: SCALE: 1" = 1000' SITEVA STATEGRID NORTHCURRENT OWNER: REFERENCE: USE DESCRIPTION: ACREAGE: ZONING: PHYSICAL ADDRESS: DISTURBED AREA: FLOODPLAIN: HORIZON STONEWALL 4A OWNER, LLC TM 43-A-21 STONEWALL MAGISTERIAL DISTRICT REZONING #01-18, MDP #04-20 REFER TO PROFFER STATEMENT, SHEET C-49 WAREHOUSE/DISTRIBUTION 88.91 AC. M1 LENOIR DRIVE, WINCHESTER, VA 22603 49.98 ACRES PORTIONS OF THE SITE FALL WITHIN THE 100-YEAR FLOODPLAIN BASED ON FIRM MAP PANELS 51069C0208E, 51069C0209E & 51069C0210E, DATED JANUARY 29, 2021. A CONDITIONAL LETTER OF MAP AMENDMENT (CLOMR) CASE NO. 20-03-1770R INCORPORATED THE PROPOSED SITE DEVELOPMENT AND WAS ISSUED ON APRIL 28, 2021 (SEE SHEET C-02). PROJECT CONTACTS: OWNER/DEVELOPER: ADDRESS- PHONE NUMBER- E-MAIL- CONTACT- CONTRACTOR: ADDRESS- PHONE NUMBER- E-MAIL- CONTACT- ARCHITECT: ADDRESS- PHONE NUMBER- E-MAIL- CONTACT- ENGINEER (CIVIL): ADDRESS- PHONE NUMBER- E-MAIL- CONTACT- HORIZON STONEWALL 4A OWNER, LLC 3843 WEST CHESTER PIKE NEWTOWN SQUARE, PA 19073 (215) 575-2436 JKNOTT@EQUUSDEVELOPMENT.COM JOHN KNOTT DICE ENGINEERING, PLC 101 SHELBY CT. WINCHESTER, VA 22602 (540) 974-5157 DDUNLAP@DICE-ENG.COM DENNIE DUNLAP RESPONSIBLE LAND DISTURBER NAME: CONTACT INFO: CERTIFICATION #: EXP. DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. ELECTRIC COMPANY: ADDRESS- PHONE NUMBER- CONTACT- WATER PROVIDER: ADDRESS- PHONE NUMBER- CONTACT- SEWER PROVIDER: ADDRESS- PHONE NUMBER- CONTACT- GAS COMPANY: ADDRESS- PHONE NUMBER- CONTACT- PHONE COMPANY: ADDRESS- PHONE NUMBER- CONTACT- SHENANDOAH VALLEY ELECTRIC CO-OP 3463 VALLEY PIKE WINCHESTER, VA 22602 (540) 450-0111 FREDERICK WATER P.O. BOX 1877 WINCHESTER, VA 22604 (540) 868-1061 FREDERICK WATER P.O. BOX 1877 WINCHESTER, VA 22604 (540) 868-1061 SHENANDOAH GAS 350 HILLANDALE LANE WINCHESTER, VA 22602 (540) 868-7925 VERIZON 404 HILLANDALE LANE WINCHESTER, VA 22602 (540) 665-3153 CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYCOVER SHEETJOB NO.: 17-16 C-01C-01.DWGDDDN/ADDDDESCRIPTION11-15-2024 RTE. 37 FREDERICK COUNTY SP #26-21STONEWALL 4FREDERICK COUNTY, VALENOIR DR.TYSON DR.09-24-20212REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD1REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDD3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDD4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYGENERAL NOTESJOB NO.: 17-16 C-02C-02.DWGDDDN/ADDDV . V2. V3. V4 V5. V6. V7. V9. V10. V11. V12. V13. V14. V15. V17. V18. V19. V20. V21. V22. V23. V24. V25. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10.DESCRIPTION11-15-2024 FREDERICK COUNTY SP #26-21STONEWALL 4FREDERICK COUNTY, VA09-24-20212REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD1REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDD3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDD4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD AACADD FILE: DATE: REV. # SCALE: DATE 101 SHELBY CT. WINCHESTER, VA 22602 PHONE: 540.974.5157 FAX: 540.723.4868 EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY: BY EXISTING CONDITIONS & DEMO PLANJOB NO.: 17-16C-03C-03.DWG DDD 1" = 150' DDD DESCRIPTION1 inch = ft.( IN FEET )GRAPHIC SCALE150FREDERICK COUNTYSP #26-2111-15-2024STONEWALL 4 FREDERICK COUNTY, VA12 345678910111213151416ROUTE 37 (VARIABLE WIDTH R/W)(TO BE REMOVED,SEE NOTE THIS SHEET)(TO BE REMOVED)(TO BE REMOVED)(TO BEREMOVED)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)75' BRLFUTURE ROUTE 37RIGHT-OF-WAY DEDICATIONFUTURE RTE. 37 SLIP RAMP(PER COUNTY 2035COMPREHENSIVE PLAN)FUTURE RTE. 37 SLIP RAMP(PER COUNTY 2035COMPREHENSIVE PLAN)(TO BE ABANDONED)(TO BE ABANDONED)(TO BE ABANDONED)(TO BE REMOVED)25' BRL75' BRL 75' INACTIVE BUFFER25' ACTIVE BUFFERCATEGORY 'C' ZONING DISTRICT BUFFERW/ FULL LANDSCAPE SCREEN75' B R L WETLANDS AS IDENTIFIEDIN JURISDICTIONALDETERMINATION, DATEDJUNE 29, 2020NOTE:1.IN ACCORDANCE WITH SITE REZONING PROFFER 4.2, THE DEVELOPERSHALL USE A QUALIFIED PROFESSIONAL ARCHITECTURAL HISTORIANTO INSPECT THE NON-HEATED AREAS OF THE RESIDENTIAL BUILDINGFOR THE PRESENCE OF PARTIALLY HIDDEN OR OBSCUREDHISTORICAL ARTIFACTS OR MATERIAL PRIOR TO DEMOLITION. THEDEVELOPER SHALL NOTIFY THE PLANNING DIRECTOR OF ANYHISTORIC ARTIFACTS OR MATERIAL THAT MAY BE DISCOVEREDDURING THE INSPECTION AND SUBSEQUENT DEMOLITION OF THERESIDENTIAL BUILDING.09-24-2021 2 REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023 DDD 1 REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022 DDD 3 REVISIONS PER FREDERICK WATER COMMENTS10-10-2024 DDD 4 REVISIONS PER FREDERICK WATER COMMENTS11-15-2024 DDD AAXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXCADD FILE: DATE: REV. # SCALE: DATE 101 SHELBY CT. WINCHESTER, VA 22602 PHONE: 540.974.5157 FAX: 540.723.4868 EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY: BY OVERALL PLANJOB NO.: 17-16C-04C-04.DWG DDD 1" = 150' DDD DESCRIPTION1 inch = ft.( IN FEET )GRAPHIC SCALE150FREDERICK COUNTYSP #26-2111-15-2024STONEWALL 4 FREDERICK COUNTY, VAROUTE 37 (VARIABLE WIDTH R/W)PROPOSED 369,000 SQ. FT.WAREHOUSE FACILITY(410' x 900')(PHASE II)PROPOSED 451,000 SQ. FT.WAREHOUSE FACILITY(410' x 1100')(PHASE I)180' TRUCK COURT 180' TRUCK COURT55 VEHICLE SPACES(10' x 18') INCLUDING3 HC SPACESDRIVE-IN DOOR55 VEHICLE SPACES(10' x 18') INCLUDING3 HC SPACESDRIVE-IN DOOR74 TRAILER SPACES(12' x 55')SECURITY FENCING(8' HIGH CHAIN-LINK W/3-STRAND BARBED WIRE)57 TRAILER SPACES(12' x 55')50 VEHICLE SPACES(10' x 18') INCLUDING2 HC SPACES50 VEHICLE SPACES(10' x 18') INCLUDING2 HC SPACES75' BRLFUTURE ROUTE 37RIGHT-OF-WAY DEDICATION75' BRL 25' BRL75' B R L75' INACTIVE BUFFER25' ACTIVE BUFFERCATEGORY 'C' ZONING DISTRICT BUFFERW/ FULL LANDSCAPE SCREEN37 TRUCK DOCKS & 6KNOCK-OUT DOORS45 TRUCK DOCKS & 8KNOCK-OUT DOORSDRIVE-IN DOORDRIVE-IN DOORFUTURE RTE. 37 SLIP RAMP(PER COUNTY 2035COMPREHENSIVE PLAN)FUTURE RTE. 37 SLIP RAMP(PER COUNTY 2035COMPREHENSIVE PLAN)09-24-2021 2 REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023 DDD 1 REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022 DDD 3 REVISIONS PER FREDERICK WATER COMMENTS10-10-2024 DDD 4 REVISIONS PER FREDERICK WATER COMMENTS11-15-2024 DDDPROPOSED SUBDIVISION25' BRL25' BRL25' BRL 25' BRL LOT #165.56 ACRESLOT #223.35 ACRES AACEOPTEMPORARYTOPSOILSTOCKPILESFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F SFSF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F S F SF SF SF SF SF SF SF SF SF SF S F SF S F SFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSB #2708714710716718718716714712710712SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFOPSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF710718718714CADD FILE: DATE: REV. # SCALE: DATE 101 SHELBY CT. WINCHESTER, VA 22602 PHONE: 540.974.5157 FAX: 540.723.4868 EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY: BY INITIAL E&SC PLAN - PHASE IJOB NO.: 17-16C-05C-05.DWG DDD 1" = 50' DDD DESCRIPTION1 inch = ft.( IN FEET )GRAPHIC SCALE50FREDERICK COUNTYSP #26-2111-15-2024STONEWALL 4 FREDERICK COUNTY, VA MATCHLINE - THIS SHEETMATCHLINE - THIS SHEETMATCHLINE - SEE SHEET C-06 LEGENDNO.TITLEKEYSYMBOL3.02TEMPORARY STONECONSTRUCTION ENTRANCECE- LIMITS OF DISTURBANCE3.05SILT FENCESFSF20' EMERGENCY SPILLWAYW/ ECC-2 EROSIONCONTROL MATTINGELEV. = 716.25TOP OF EMBANKMENT= 718.00 (8' WIDE)PRINCIPAL SPILLWAYTOP = 715.25INV. = 712.00 (8")INV. = 712.00 (18")INV. = 711.4060 LF - 18" HDPE @ 1.00%09-24-2021 2 REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023 DDD 1 REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022 DDDNOTES:1.THE CONSERVED OPEN SPACE AREA SHALL BE FIELD DELINEATEDPRIOR TO COMMENCEMENT OF EARTHWORK (SEE SHEET C-24).NO CLEARING, GRADING, OR HEAVY EQUIPMENT ACCESS ISALLOWED WITHIN THE CONSERVED OPEN SPACE AREA.2.THE LIMITS OF DISTURBANCE INDICATED ASSUMES THE PROJECTWILL BE CONSTRUCTED IN PHASES. ANY GRADING OF THE PHASEII BUILDING PAD WILL WARRANT THE ADDITIONAL E&SCMEASURES AS SHOWN FOR PHASE II OF THE DEVELOPMENT.3 REVISIONS PER FREDERICK WATER COMMENTS10-10-2024 DDD 4 REVISIONS PER FREDERICK WATER COMMENTS11-15-2024 DDD OPSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSB #17207167247367 2 6 7 2 6 7 1 6 7 2 0 7 2 0726720708732710720730726722722 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCADD FILE: DATE: REV. # SCALE: DATE 101 SHELBY CT. WINCHESTER, VA 22602 PHONE: 540.974.5157 FAX: 540.723.4868 EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY: BY INITIAL E&SC PLAN - PHASE IJOB NO.: 17-16C-06C-06.DWG DDD 1" = 50' DDD DESCRIPTION1 inch = ft.( IN FEET )GRAPHIC SCALE50FREDERICK COUNTYSP #26-2111-15-2024STONEWALL 4 FREDERICK COUNTY, VAMATCHLINE - SEE SHEET C-05MATCHLINE - THIS SHEET MATCHLINE - THIS SHEETINV. = 719.4020' EMERGENCY SPILLWAYW/ ECC-2 EROSIONCONTROL MATTINGELEV. = 724.00PRINCIPAL SPILLWAYTOP = 723.00INV. = 720.00 (8")INV. = 720.00 (18")60 LF - 18" HDPE @ 1.00%TOP OF EMBANKMENT= 726.00 (8' WIDE)PHASE I BUILDING FOOTPRINT09-24-2021 2 REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023 DDD 1 REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022 DDDNOTES:1.THE CONSERVED OPEN SPACE AREA SHALL BE FIELD DELINEATEDPRIOR TO COMMENCEMENT OF EARTHWORK (SEE SHEET C-24).NO CLEARING, GRADING, OR HEAVY EQUIPMENT ACCESS ISALLOWED WITHIN THE CONSERVED OPEN SPACE AREA.2.THE LIMITS OF DISTURBANCE INDICATED ASSUMES THE PROJECTWILL BE CONSTRUCTED IN PHASES. ANY GRADING OF THE PHASEII BUILDING PAD WILL WARRANT THE ADDITIONAL E&SCMEASURES AS SHOWN FOR PHASE II OF THE DEVELOPMENT.3 REVISIONS PER FREDERICK WATER COMMENTS10-10-2024 DDD 4 REVISIONS PER FREDERICK WATER COMMENTS11-15-2024 DDD AAW W WFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMF M FM FMFMFMFMFM F M FM FM FM FM FM FM FMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFMFMWWWWWWWWWWWWW FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFMFMFMFMFMFMFMFMFMF M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFM FM FM FM FMWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWW10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+00S77°20'36"E 875.10'S52°45'08"E 325.02'S3 7 ° 1 4 ' 5 2 " W 1 3 2 . 6 5 'S52°45'08"E 200.00'CADD FILE: DATE: REV. # SCALE: DATE 101 SHELBY CT. WINCHESTER, VA 22602 PHONE: 540.974.5157 FAX: 540.723.4868 EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY: BY SITE PLAN - PHASE IJOB NO.: 17-16C-07C-07.DWG DDD 1" = 50' DDD DESCRIPTION1 inch = ft.( IN FEET )GRAPHIC SCALE50FREDERICK COUNTYSP #26-2111-15-2024STONEWALL 4 FREDERICK COUNTY, VA MATCHLINE - THIS SHEETMATCHLINE - THIS SHEETMATCHLINE - SEE SHEET C-08E.P.E.P.30'12" DIP CL52 W/L (FW)HEAVY-DUTY PAVEMENTCAP & FLUSHINGASSEMBLY25' ACTIVE BUFFER75' INACTIVE BUFFER75' B R L 25' BRLLE N O I R D R I V E(2) 2" CTS POLYETHYLENETUBING (PET) 200 PSI(PARALLEL IN SAMETRENCH, PRIVATE)CAP & BLOCKE.P . E.P .36'CG-6CG-6FREESTANDING SIGN(SEE PROJECT NOTE#21, SHEET C-01)POINT OF CONNECTIONTO EX. 16" W/LCUT-IN 16" x 16" x 12" TEEBY CONTRACTOR(2) 16" G.V.(1) 12" G.V.(2) 16" MJ LONG SOLID SLEEVES12" DIP CL52 W/L (FW)12" x 12" x 12" TEE(3) 12" G.V.EX. SAN. M/H(CORE (3) NEW INVERTS 1' ABOVEBASE OF MANHOLE, OR OTHERCONNECTION CONFIGURATION PERFW INSPECTOR REQUIREMENTS)(COAT MANHOLE W/ RAVEN LINING)(BY CONTRACTOR)30LF - 12" STEEL CASINGAT STREAM CROSSING54535556SWMB #2PRINCIPAL OUTLET20' FW EASEMENT09-24-2021 2 REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023 DDD 1 REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022 DDDPRE-BLAST A MINIMUM OF25' BEYOND TERMINATIONOF PHASE I W/L FORPHASE II INSTALLATIONWATER MAIN CONNECTION NOTES:CONTRACTOR SHALL:1.INSTALL JOINT RESTRAINTS ON EXISTING WATER MAIN PERCURRENT FW REQUIREMENTS PRIOR TO SHUT-DOWN.2.PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TOMINIMIZE SHUT-DOWN TIME.3.HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISHTASKS PER FW INSPECTOR'S REQUIREMENTS.4.PREPARE A WATER SHUT-DOWN PLAN SATISFACTORY TO THEFW INSPECTOR. FIREWATCH, NIGHT TIME WORK, ETC. MAY BEREQUIRED.5.SCHEDULE SHUT-DOWN WITH THE FW INSPECTOR,FREDERICK COUNTY FIRE MARSHAL, AND ALL AFFECTEDCUSTOMERS AT LEAST (7) DAYS IN ADVANCE, AND MAKEPREPARATIONS AS REQUIRED BY ALL PARTIES.NOTE:CONSIDERATION SHOULD BE GIVEN TO PRE-BLASTING THEAPPROPRIATE PHASE II WORK BEYOND A SAFE DISTANCE TOUTILITIES INSTALLED DURING PHASE I.PROPOSEDSUBDIVISION2" CTS POLYETHYLENETUBING (PET) 200 PSI(PRIVATE)8" DIP CL52 W/L (FW)CAP & FLUSHINGASSEMBLY12" x 12" x 8" TEE(2) 12" G.V.(1) 8" G.V.20' FW EASEMENT20' PRIVATE SANITARYSEWER EASEMENT(REFER TO LEGEND,THIS SHEET)3 REVISIONS PER FREDERICK WATER COMMENTS10-10-2024 DDDCAP & FLUSHINGASSEMBLY(3) 2" CTS POLYETHYLENETUBING (PET) 200 PSI(PARALLEL IN SAMETRENCH, PRIVATE)20LF - 6" PVC CASING(2) 20LF - 6" PVC CASINGS(1) 2" CTS POLYETHYLENETUBING (PET) 200 PSI(PRIVATE)FREDERICK WATER GENERAL NOTES:1.VALVES, MANHOLES, ARV'S, AND OTHER FREDERICK WATERSURFACE FEATURES SHALL NOT BE PLACED IN CURB ANDGUTTER, NOR SLOPED PORTION OF HANDICAP RAMPS.CONTRACTOR SHALL COORDINATE LOCATIONS WITH THEFREDERICK WATER INSPECTOR.2.IRRIGATION LINES AND DEVICES, LIGHT POLES,TRANSFORMERS, JUNCTION BOXES, PEDESTALS, OTHEROBSTACLES AND ALL DRY UTILITIES SHALL NOT BE PLACED INFREDERICK WATER EASEMENTS. PERPENDICULARIRRIGATION LINES AND DRY UTILITY CROSSINGS AREPERMITTED WITH 18" MINIMUM VERTICAL SEPARATION.3.RETAINING WALLS AND THEIR TIE-BACKS SUCH AS GEOGRIDOR OTHER SUPPORTS SHALL NOT BE PLACED IN FREDERICKWATER EASEMENTS.CONTRACTOR SHALL REMOVEROCK TO PROPERTY LINENOTE:IN ADDITION TO THE RECEIVING MANHOLE,THE THREE EXISTING SANITARYMANHOLES LOCATED DOWNSTREAMFROM THE NEW SANITARY CONNECTIONSHALL ALSO BE COATED WITH RAVENLINING TO THE APPROVAL OF THEFREDERICK WATER INSPECTOR.LOT #165.56 ACRESLOT #223.35 ACRESHATCHED AREA REPRESENTSPROPOSED 20' PRIVATESANITARY SEWER EASEMENT(SEE LEGEND, THIS SHEET)PRIVATE SANITARY SEWER EASEMENT LEGEND:FOR BENEFIT OF PROPOSED LOT #1 & LOT #2 (EXISTING TM 43-A-21) AND ADJOINING PARCEL (TM 43-A-23)FOR BENEFIT OF PROPOSED LOT #2(EXISTING TM 43-A-21) AND ADJOININGPARCEL (TM 43-A-23)FOR BENEFIT OF PROPOSED LOT #1(EXISTING TM 43-A-21) AND ADJOININGPARCEL (TM 43-A-23)FOR BENEFIT OF PROPOSED LOT #1(EXISTING TM 43-A-21)FOR BENEFIT OF ADJOINING PARCEL(TM 43-A-23)NOTES:1.PRIVATE SANITARY EASEMENT SHALL BE REVIEWEDBY FREDERICK WATER AND RECORDED PRIOR TOCOMMENCEMENT OF WATER OR SANITARY SEWERCONSTRUCTION FOR THIS PROJECT.2.EACH PRIVATE SANITARY FORCE MAIN LATERALSHALL PROVIDE SERVICE TO A MAXIMUM OF ONEBUILDING AND/OR LOT.4 REVISIONS PER FREDERICK WATER COMMENTS11-15-2024 DDD25' BRL25' BRL XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPWWFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPWWWWWWWWWWWWWWWWWWWWWWWWFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPWFPFPFPFPFPFPFPFPFPFPFPFPFPFPWWWWWWWWWW21+0022+0023+0024+0025+0026+0027+0028+0029+00N77°16'43"W 70.00'N12°43'17"E 838.57'N77°16'43"W 70.00' CADD FILE: DATE: REV. # SCALE: DATE 101 SHELBY CT. WINCHESTER, VA 22602 PHONE: 540.974.5157 FAX: 540.723.4868 EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY: BY SITE PLAN - PHASE IJOB NO.: 17-16C-08C-08.DWG DDD 1" = 50' DDD DESCRIPTION1 inch = ft.( IN FEET )GRAPHIC SCALE50FREDERICK COUNTYSP #26-2111-15-2024STONEWALL 4 FREDERICK COUNTY, VAMATCHLINE - SEE SHEET C-07MATCHLINE - THIS SHEET MATCHLINE - THIS SHEETPROPOSED 451,000 SQ. FT.WAREHOUSE FACILITY(410' x 1100')(LOT #1)TRUCK DOCK(TYP. OF 45 &(8) KNOCK-OUTS)10' WIDE CONC.DOLLY STRIP (TYP.)5' CONC. SIDEWALK(TURN-DOWN)STANDARD-DUTY PAVEMENT(PARKING SPACES ONLY)DRIVE-INDOCKHC SIGN(TYP. OF 3)E.P.E.P.SAN. PUMP STATION (PRIVATE)E/ONE DH272-160W/ (4) BOLLARDSR.D.FDCF.H. W/ (4) BOLLARDS(DEDICATED TO FDC)SECURITY GATEW/ KNOX BOX7460'65'55'30'12" DIP CL52 W/L (FW)10" C-900 PVC F/L(PRIVATE)2' GRAVEL DIAGHRAGM50.00 LF - 4" SDR 35/26SAN. SEW. LAT. @ 2.00% (MIN.)C.O.2" CTS POLYETHYLENETUBING (PET) 200 PSI(PRIVATE)PIV W/ (4) BOLLARDS12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)36'12" G.V.(END OF FW LINE)F.H. W/ (2) BOLLARDSEXTERIOR AREAOF ASSISTEDRESCUE12" C-900 PVC F/L(PRIVATE)F.H. W/ (4)BOLLARDSF.H. W/ (4)BOLLARDSF.H. W/ (2)BOLLARDS30'30'PIV W/ (4) BOLLARDSPIV W/ (4)BOLLARDSPIV W/ (4)BOLLARDSPIV W/ (4)BOLLARDSPIV W/ (4)BOLLARDS12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)EXTERIOR AREAOF ASSISTEDRESCUEDRIVE-INDOCKR.D.R.D.R.D.R.D.R.D.R.D.R.D.R.D.R.D.R.D.R.D.R.D.R.D.R.D.R.D.R.D.R.D.R.D.R.D.HC SIGN(TYP. OF 3)E.P.E.P.CG-6 E.P.CG-6E.P.DOOR W/ ELEVATEDSTOOP & RISERSW/ 2 BOLLARDS (TYP.)12'171711102' GRAVEL DIAGHRAGM222265FUTURE RTE. 37 R/W DEDICATIONSECURITY GATEW/ KNOX BOX75' BRL25' ACTIVE BUFFER75' INACTIVE BUFFERHEAVY-DUTYCONC. PAVEMENTRETAINING WALL(BY OTHERS)HEAVY-DUTY PAVEMENT12'SECURITY FENCING(8' HIGH CHAIN LINK W/3-STRAND BARBED WIRE)10'18'PIV W/ (4) BOLLARDSF.H. W/ (2) BOLLARDSF.H. W/ (2) BOLLARDSPIV W/ (4) BOLLARDS12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)STANDARD-DUTY PAVEMENT(PARKING SPACES ONLY,BOTH SIDES OF AISLE)5' CONC. SIDEWALK12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)HEAVY-DUTY PAVEMENT(DRIVE AISLE)HEAVY-DUTYPAVEMENT12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)12" C-900 PVC F/L(PRIVATE)SAW-TOOTH CURBW/ GUTTERSAW-TOOTH CURB W/ GUTTERPIV W/ (4)BOLLARDSPIV W/ (4)BOLLARDS1234567891011121314151617181920212223243031323334353637SWMB #1PRINCIPAL OUTLET12" G.V.NOTES:1.ALL WORK SHALL BE PERFORMED PER FREDERICK WATERINSPECTOR'S REQUIREMENTS.2.CONCRETE THRUST BLOCKS TO BE USED FOR ALL BENDS ANDJUNCTIONS WITHIN THE PRIVATE FIRE LINE SYSTEM.3.A 2" DOMESTIC WATER METER, 12" FIRE METER, AND BACKFLOWPREVENTER TO BE LOCATED IN THE FIRE PUMP ROOM IN BOTH THEPHASE I AND PHASE II BUILDINGS.585720' FW EASEMENT09-24-2021 2 REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023 DDD 1 REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022 DDD20.00 LF - 24" PVC CASING FORSECTION OF 12" FIRE LINEWITHIN FW EASEMENT29AIR RELEASE VALVEPROPOSEDSUBDIVISIONHATCHED AREA REPRESENTSPROPOSED 20' PRIVATESANITARY SEWER EASEMENT(SEE LEGEND, THIS SHEET)LOT #165.56 ACRESLOT #223.35 ACRES4 REVISIONS PER FREDERICK WATER COMMENTS11-15-2024 DDD 3 REVISIONS PER FREDERICK WATER COMMENTS10-10-2024 DDDPRIVATE SANITARY SEWER EASEMENT LEGEND:FOR BENEFIT OF PROPOSED LOT #1 & LOT #2 (EXISTING TM 43-A-21) AND ADJOINING PARCEL (TM 43-A-23)FOR BENEFIT OF PROPOSED LOT #2(EXISTING TM 43-A-21) AND ADJOININGPARCEL (TM 43-A-23)FOR BENEFIT OF PROPOSED LOT #1(EXISTING TM 43-A-21) AND ADJOININGPARCEL (TM 43-A-23)FOR BENEFIT OF PROPOSED LOT #1(EXISTING TM 43-A-21)FOR BENEFIT OF ADJOINING PARCEL(TM 43-A-23)NOTES:1.PRIVATE SANITARY EASEMENT SHALL BE REVIEWEDBY FREDERICK WATER AND RECORDED PRIOR TOCOMMENCEMENT OF WATER OR SANITARY SEWERCONSTRUCTION FOR THIS PROJECT.2.EACH PRIVATE SANITARY FORCE MAIN LATERALSHALL PROVIDE SERVICE TO A MAXIMUM OF ONEBUILDING AND/OR LOT.25' BRL25' BRL25' BRL 25' BRL 25' B R L AAW W WFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMF M FM FMFMFMFMFM F M FM FM FM FM FM FM FMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFMFMWWWWWWWWWWWWW FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFMFMFMFMFMFMFMFMFMF M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFM FM FM FM FMWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWW710 7187107327367387327327127127187187187 2 4 720716714722710724714720720716714710 712710712716 718712712716720728726724724730 708708710714712714712CEOPSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFS F SFSF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F S F SF SF SF SF SF SF SF SF SF SF S F SF S F SFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFOPOPCDCDCDCDSFIPIPSFSF718718710714714OPSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCADD FILE: DATE: REV. # SCALE: DATE 101 SHELBY CT. WINCHESTER, VA 22602 PHONE: 540.974.5157 FAX: 540.723.4868 EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY: BY GRADING AND FINAL E&SC PLAN PHASE IJOB NO.: 17-16C-09C-09.DWG DDD 1" = 50' DDD DESCRIPTION1 inch = ft.( IN FEET )GRAPHIC SCALE50FREDERICK COUNTYSP #26-2111-15-2024STONEWALL 4 FREDERICK COUNTY, VA MATCHLINE - THIS SHEETMATCHLINE - THIS SHEETMATCHLINE - SEE SHEET C-10 LEGENDNO.TITLEKEYSYMBOL3.02TEMPORARY STONECONSTRUCTION ENTRANCECE- LIMITS OF DISTURBANCE3.05SILT FENCESFSF3.07STORM DRAIN INLETPROTECTIONIPSWMB #2ECC-2 EROSIONCONTROL MATTINGECC-2 EROSIONCONTROL MATTING09-24-2021 2 REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023 DDD 1 REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022 DDD724.49724.25724.70724.40724.94724.40724.70724.40724.40724.25724.00723.65723.45723.45723.75719.58719.58717.26717.26717.56716.82716.52716.52712.62712.62712.92711.80712.41713.93714.23713.93712.60709.933 REVISIONS PER FREDERICK WATER COMMENTS10-10-2024 DDD 4 REVISIONS PER FREDERICK WATER COMMENTS11-15-2024 DDD XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPWWFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPWWWWWWWWWWWWWWWWWWWWWWWWFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPWFPFPFPFPFPFPFPFPFPFPFPFPFPFPWWWWWWWWWW734716716728724720720724726726726726718730732728726724720728734734732732732732750740730720740720734720722720720730750740732732732740750732740750760760734730740732722722726710OPSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFIPIPIPIPIPIPIPIPIPIPIPIPIPOPCDCDCDCDOPOPIPOPIPIP750750750740740736742742738SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFIPOPCADD FILE: DATE: REV. # SCALE: DATE 101 SHELBY CT. WINCHESTER, VA 22602 PHONE: 540.974.5157 FAX: 540.723.4868 EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY: BY GRADING AND FINAL E&SC PLAN PHASE IJOB NO.: 17-16C-10C-10.DWG DDD 1" = 50' DDD DESCRIPTION1 inch = ft.( IN FEET )GRAPHIC SCALE50FREDERICK COUNTYSP #26-2111-15-2024STONEWALL 4 FREDERICK COUNTY, VAMATCHLINE - SEE SHEET C-09MATCHLINE - THIS SHEET MATCHLINE - THIS SHEETF.F. = 735.00T/S = 734.30(FLUSH)T/S = 734.80E.P. = 734.30T/S = 734.80E.P. = 734.30733.94T/S = 734.30(FLUSH)T/S = 734.80E.P. = 734.30T/S = 734.80E.P. = 734.30733.94731.00731.00728.96728.76728.96728.76T/C=728.37T/C=728.37T/C=728.37T/C=728.37T/C=728.37T/C=727.80T/C=727.80T/C=727.80T/C=727.87730.40730.40735.00735.00STONE GABIONTOP = 724.00BOT. = 720.00STONE GABIONTOP = 724.00BOT. = 720.00ECC-2 EROSIONCONTROL MATTINGSWMB #1ECC-2 EROSIONCONTROL MATTINGT/C = 733.35T/C = 733.35T/C = 733.35T/C = 733.3509-24-2021 2 REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023 DDD 1 REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022 DDD729.43T/C = 729.47727.64727.80728.18728.98732.53732.04733.05733.82726.42726.38725.07725.67726.04725.74727.50725.09733.34733.34T/S = 734.80E.P. = 734.30733.94T/S = 734.80E.P. = 734.30733.94T/C = 733.69T/C = 733.54T/C = 732.97T/C = 730.62T/C = 730.38730.12T/C = 730.15729.94730.73730.96731.29733.15733.943 REVISIONS PER FREDERICK WATER COMMENTS10-10-2024 DDD 4 REVISIONS PER FREDERICK WATER COMMENTS11-15-2024 DDD AA710 7187107327367387327327127127187187187267 2 4 720716714722724 710720728 724714720720716714710 712710712716 720734718 712712716720728726724724 722 722730 726 710 708708710710714712714712XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXFMFMFMW W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMF M FM FMFMFMFMFMF M FM FM FM FM FM FM FMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFMFMWWWWWWWWWWWWW FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFMFMFMFMFMFMFMFMFMF M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFM FM FM FM FMWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWCEOPTEMPORARYTOPSOILSTOCKPILESFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SFSFSFOPOPIPIPSFOPOPSB #3710712712710708SF718718710714714XXXXXXXXXXXSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCADD FILE: DATE: REV. # SCALE: DATE 101 SHELBY CT. WINCHESTER, VA 22602 PHONE: 540.974.5157 FAX: 540.723.4868 EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY: BY INITIAL E&SC PLAN - PHASE IIJOB NO.: 17-16C-11C-11.DWG DDD 1" = 50' DDD DESCRIPTION1 inch = ft.( IN FEET )GRAPHIC SCALE50FREDERICK COUNTYSP #26-2111-15-2024STONEWALL 4 FREDERICK COUNTY, VA MATCHLINE - THIS SHEETMATCHLINE - THIS SHEETLEGENDNO.TITLEKEYSYMBOL3.02TEMPORARY STONECONSTRUCTION ENTRANCECE- LIMITS OF DISTURBANCE3.05SILT FENCESFSF3.07STORM DRAIN INLETPROTECTIONIP20' EMERGENCY SPILLWAYW/ ECC-2 EROSIONCONTROL MATTINGELEV. = 711.25PRINCIPAL SPILLWAYTOP = 710.25INV. = 707.80 (6")INV. = 707.80 (15")INV. = 707.6040 LF - 15" HDPE @ 0.50%TOP OF EMBANKMENT= 712.50 (8' WIDE)09-24-2021 2 REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023 DDD 1 REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022 DDDPHASE II BUILDING FOOTPRINTNOTE:1.THE CONSERVED OPEN SPACE AREA SHALL BE FIELDDELINEATED PRIOR TO COMMENCEMENT OF EARTHWORK (SEESHEET C-24). NO CLEARING, GRADING, OR HEAVY EQUIPMENTACCESS IS ALLOWED WITHIN THE CONSERVED OPEN SPACEAREA.3 REVISIONS PER FREDERICK WATER COMMENTS10-10-2024 DDD 4 REVISIONS PER FREDERICK WATER COMMENTS11-15-2024 DDD AAXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXFM FM FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP W W FP FP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFP FPFPFP FP FPFPFPFPFPFP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FPXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXFMFMFMW W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMF M FM FMFMFMFMFMF M FM FM FM FM FM FM FMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFMFMWWWWWWWWWWWWW FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFMFMFMFMFMFMFMFMFMF M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFM FM FM FM FMWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWW10+00 11+00N77°16'43"W 70.00'N12°43'17"E 838.57'S77°20'36"E 875.10'S52°45'08"E 325.02'S3 7 ° 1 4 ' 5 2 " W 1 3 2 . 6 5 'S52°45'08"E 200.00'XXXXXXXXXXXCADD FILE: DATE: REV. # SCALE: DATE 101 SHELBY CT. WINCHESTER, VA 22602 PHONE: 540.974.5157 FAX: 540.723.4868 EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY: BY SITE PLAN - PHASE IIJOB NO.: 17-16C-12C-12.DWG DDD 1" = 50' DDD DESCRIPTION1 inch = ft.( IN FEET )GRAPHIC SCALE50FREDERICK COUNTYSP #26-2111-15-2024STONEWALL 4 FREDERICK COUNTY, VA MATCHLINE - THIS SHEETMATCHLINE - THIS SHEETPROPOSED 369,000 SQ. FT.WAREHOUSE FACILITY(410' x 900')(LOT #2)TRUCK DOCK(TYP. OF 37 &(6) KNOCK-OUTS)10' WIDE CONC.DOLLY STRIP (TYP.)5' CONC. SIDEWALK(TURN-DOWN)STANDARD-DUTYPAVEMENTDRIVE-IN DOCKFDCF.H. W/ (4) BOLLARDS(DEDICATED TO FDC)SECURITY GATEW/ KNOX BOX55'65'60'12" DIP CL52 W/L (FW)36'12" G.V.(END OF FW LINE)F.H. W/ (2) BOLLARDSEXTERIOR AREA OFASSISTED RESCUE12" C-900 PVC F/L(PRIVATE)24'PIV W/ (4) BOLLARDS12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)R.D.CONC. WHEEL STOP(TYP. OF 2)HC SIGN(TYP. OF 2)E.P.E.P.DOOR W/ ELEVATEDSTOOP & RISERSW/ 2 BOLLARDS (TYP.)12'27232' GRAVEL DIAGHRAGMHEAVY-DUTYCONC. PAVEMENTRETAINING WALL(BY OTHERS)HEAVY-DUTY PAVEMENT12'SECURITY FENCING(8' HIGH CHAIN LINK W/3-STRAND BARBED WIRE)12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)12" C-900 PVC F/L(PRIVATE)EXTERIOR AREA OFASSISTED RESCUEF.H. W/ (2)BOLLARDSF.H. W/ (4)BOLLARDSF.H. W/ (4)BOLLARDSF.H. W/ (2)BOLLARDSCONC. WHEEL STOP(TYP. OF 2)HC SIGN(TYP. OF 2)SAW-TOOTH CURBW/ GUTTERSAW-TOOTH CURBW/ GUTTERPIV W/ (4)BOLLARDSPIV W/ (4)BOLLARDSPIV W/ (4)BOLLARDSPIV W/ (4)BOLLARDS272310'18'R.D.R.D.R.D.R.D.R.D.R.D.R.D.R.D.R.D.R.D.R.D.R.D.R.D.R.D.R.D.R.D.R.D.E.P.E.P.E.P.E.P.30'25' ACTIVE BUFFER75' INACTIVE BUFFERSECURITY GATEW/ KNOX BOX57CG-630'HEAVY-DUTY PAVEMENT75' B R L 25' BRLLE N O I R D R I V E12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)PIV W/ (4)BOLLARDS2' GRAVEL DIAGHRAGM13.00 LF - 4" SDR 35/26SAN. SEW. LAT. @2.00% (MIN.)R.D.12" C-900 PVC F/L(PRIVATE)DRIVE-IN DOCKR.D.12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)PIV W/ (4)BOLLARDSPIV W/ (4)BOLLARDSCONC. WHEEL STOP(TYP. OF 15)PIV W/ (4) BOLLARDSPIV W/ (4) BOLLARDSSAN. PUMP STATION (PRIVATE)E/ONE DH272-160W/ (2) BOLLARDS2" CTS POLYETHYLENETUBING (PET) 200 PSI(PRIVATE)PIV W/ (4)BOLLARDSPIV W/ (4)BOLLARDSSWMB #2PRINCIPAL OUTLETREMOVE CAP & EXTEND12" DIP CL52 W/L TO BLDG.24NOTES:1.ALL WORK SHALL BE PERFORMED PER FREDERICK WATERINSPECTOR'S REQUIREMENTS.2.CONCRETE THRUST BLOCKS TO BE USED FOR ALL BENDS ANDJUNCTIONS WITHIN THE PRIVATE FIRE LINE SYSTEM.3.A 2" DOMESTIC WATER METER, 12" FIRE METER, AND BACKFLOWPREVENTER TO BE LOCATED IN THE FIRE PUMP ROOM IN BOTHTHE PHASE I AND PHASE II BUILDINGS.3723222120252627283839404142434445464748495051525354555609-24-2021 2 REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023 DDD 1 REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022 DDD5912" C-900 PVCF/L (PRIVATE)FREDERICK WATER GENERAL NOTES:1.VALVES, MANHOLES, ARV'S, AND OTHER FREDERICK WATERSURFACE FEATURES SHALL NOT BE PLACED IN CURB ANDGUTTER, NOR SLOPED PORTION OF HANDICAP RAMPS.CONTRACTOR SHALL COORDINATE LOCATIONS WITH THEFREDERICK WATER INSPECTOR.2.IRRIGATION LINES AND DEVICES, LIGHT POLES,TRANSFORMERS, JUNCTION BOXES, PEDESTALS, OTHEROBSTACLES AND ALL DRY UTILITIES SHALL NOT BE PLACED INFREDERICK WATER EASEMENTS. PERPENDICULARIRRIGATION LINES AND DRY UTILITY CROSSINGS AREPERMITTED WITH 18" MINIMUM VERTICAL SEPARATION.3.RETAINING WALLS AND THEIR TIE-BACKS SUCH AS GEOGRIDOR OTHER SUPPORTS SHALL NOT BE PLACED IN FREDERICKWATER EASEMENTS.HATCHED AREA REPRESENTSPROPOSED 20' PRIVATESANITARY SEWER EASEMENT(SEE LEGEND, THIS SHEET)PRIVATE SANITARY SEWER EASEMENT LEGEND:FOR BENEFIT OF PROPOSED LOT #1 & LOT #2 (EXISTING TM 43-A-21) AND ADJOINING PARCEL (TM 43-A-23)FOR BENEFIT OF PROPOSED LOT #2(EXISTING TM 43-A-21) AND ADJOININGPARCEL (TM 43-A-23)FOR BENEFIT OF PROPOSED LOT #1(EXISTING TM 43-A-21) AND ADJOININGPARCEL (TM 43-A-23)FOR BENEFIT OF PROPOSED LOT #1(EXISTING TM 43-A-21)FOR BENEFIT OF ADJOINING PARCEL(TM 43-A-23)NOTES:1.PRIVATE SANITARY EASEMENT SHALL BE REVIEWEDBY FREDERICK WATER AND RECORDED PRIOR TOCOMMENCEMENT OF WATER OR SANITARY SEWERCONSTRUCTION FOR THIS PROJECT.2.EACH PRIVATE SANITARY FORCE MAIN LATERALSHALL PROVIDE SERVICE TO A MAXIMUM OF ONEBUILDING AND/OR LOT.3 REVISIONS PER FREDERICK WATER COMMENTS10-10-2024 DDD 4 REVISIONS PER FREDERICK WATER COMMENTS11-15-2024 DDD20' FW EASEMENT20' FW EASEMENTLOT #165.56 ACRESLOT #223.35 ACRES75 ' B R L 25' BRL25' BRL25' BRL25' BRL AAXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXFM FM FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP W W FP FP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFP FPFPFP FP FPFPFPFPFPFP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP710 7187107327367387327327127127187187187267 2 4 720716714722724 710720728 724714720720716714710 712710712716 720734718 712712716720728726724724 722 722730 726 710 708708710710714712714712XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXFMFMFMW W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMF M FM FMFMFMFMFMF M FM FM FM FM FM FM FMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFMFMWWWWWWWWWWWWW FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFMFMFMFMFMFMFMFMFMF M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFM FM FM FM FMWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWW720712720 724724 722 720724716708714 720 724 CEOPSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFOPOPIPIPSFOPOPCDCDCDCDIPIPIPIPIPIPIPIPIPIP718718710714714XXXXXXXXXXXSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCADD FILE: DATE: REV. # SCALE: DATE 101 SHELBY CT. WINCHESTER, VA 22602 PHONE: 540.974.5157 FAX: 540.723.4868 EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY: BY GRADING AND FINAL E&SC PLAN - PHASE IIJOB NO.: 17-16C-13C-13.DWG DDD 1" = 50' DDD DESCRIPTION1 inch = ft.( IN FEET )GRAPHIC SCALE50FREDERICK COUNTYSP #26-2111-15-2024STONEWALL 4 FREDERICK COUNTY, VA MATCHLINE - THIS SHEETMATCHLINE - THIS SHEETLEGENDNO.TITLEKEYSYMBOL3.02TEMPORARY STONECONSTRUCTION ENTRANCECE- LIMITS OF DISTURBANCE3.05SILT FENCESFSF3.07STORM DRAIN INLETPROTECTIONIPT/S = 725.30(FLUSH)T/S = 725.80E.P. = 725.30T/S = 725.80E.P. = 725.30724.94F.F. = 726.00T/S = 725.30(FLUSH)T/S = 725.80E.P. = 725.30T/S = 725.80E.P. = 725.30724.94722.00722.00719.76719.96T/C = 718.97719.76719.96T/C = 719.37T/C = 719.37T/C=719.37T/C = 719.37T/C = 718.82T/C = 718.82T/C = 718.87721.40721.40726.00726.00STONE GABIONTOP = 714.25BOT. = 710.25STONE GABIONTOP = 714.50BOT. = 710.50SWMB #2ECC-2 EROSIONCONTROL MATTINGT/C=724.47T/C=724.47T/W = 718.00B/W = 712.00T/W = 718.00B/W = 716.00T/W = 718.00B/W = 707.00T/W = 718.00B/W = 716.0009-24-2021 2 REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023 DDD 1 REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022 DDD721.12720.94T/C = 721.11721.17720.94722.24721.48721.94725.67725.37725.07724.49724.25724.46724.46724.94724.46724.94T/S = 725.80E.P. = 725.30T/S = 725.80E.P. = 725.30T/C=724.47T/C=724.47724.36720.78720.60T/C = 720.77722.28720.01719.74713.93713.93714.233 REVISIONS PER FREDERICK WATER COMMENTS10-10-2024 DDD 4 REVISIONS PER FREDERICK WATER COMMENTS11-15-2024 DDD AAWWWWWWWWWWWW WFM FM FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMF M FM FMFMFMFMFM F M FM FMFMFMFMFMF M FM FM FM FM FM FM FMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFMFMFM XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP W W WFPFPFPFP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPFP FP FPFPFPFPFPFP FP FP FP FP FP FP FP FPFP FM FM FM FM FM FM FM FM FM FMFM W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW 708714710 7187307107327367387327327087127127127187187187127147107 2 4 720716714724720720724 724720720 724714720720716714710 712710712716 724 710714714718718CADD FILE: DATE: REV. # SCALE: DATE 101 SHELBY CT. WINCHESTER, VA 22602 PHONE: 540.974.5157 FAX: 540.723.4868 EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY: BY LANDSCAPE PLAN (EAST)JOB NO.: 17-16C-14C-14.DWG DDD 1" = 50' DDD DESCRIPTION1 inch = ft.( IN FEET )GRAPHIC SCALE50FREDERICK COUNTYSP #26-2111-15-2024STONEWALL 4 FREDERICK COUNTY, VA MATCHLINE - THIS SHEETMATCHLINE - THIS SHEETMATCHLINE - SEE SHEET C-15 LANDSCAPING NOTES:1.OWNER OF PROPERTY SHALL MAINTAIN REQUIREDLANDSCAPING IN GOOD CONDITION.2.SPECIFIED PLANT SPECIES MAY BE SUBJECT TO SUBSTITUTIONWITH THE REQUIREMENT THAT NEWLY SELECTED SPECIESPROVIDE THE SAME VISUAL EFFECT.3.PRIOR TO PLANT SPECIES SUBSTITUTION WRITTEN APPROVALMUST BE GRANTED BY THE FREDERICK COUNTY PLANNINGDEPARTMENT.4.ALL PLANTING SHALL CONFORM WITH 165-203.01B OF THEFREDERICK COUNTY ZONING ORDINANCE (PLANT SELECTION,PLANTING PROCEDURE, AND MAINTENANCE).5.NO TREES OR SHRUBS SHALL BE PLACED WITHIN FREDERICKWATER EASEMENT.PERIMETER LANDSCAPING (PHASE I & II):REQUIRED:·1 TREE FOR EVERY 2,000 SQ. FT. OF IMPERVIOUS AREA FOR FIRST 100,000 SQ. FT. OF ENTIRE SITE. + 1 TREE FOREVERY 5,000 SQ. FT. IN EXCESS OF FIRST 100,000 SQ. FT. OF ENTIRE SITE.·TOTAL IMPERVIOUS AREA = 508,443 SQ. FT.- 318,480 SQ. FT. (PH. I)- 189,963 SQ. FT. (PH. II)·(100,000 / 2,000) + (408,443 / 5,000) = 132 TREESPROVIDED:·132 TREES AROUND PERIMETER OF PARKING AREASPARKING LOT SCREEN:REQUIRED:·A 3 FT. HIGH SCREEN TO PREVENT HEADLIGHTS FROMSHINING ONTO ADJOINING PROPERTY OR RIGHT OF WAY·MAXIMUM 4 FT. SPACING OF SHRUBSPROVIDED:·371 SHRUBS PLANTED AT HEIGHT OF 3 FT. AND SPACED AT4 FT. ON CENTER FOR TRAILER & VEHICLE PARKING AREAS·PORTIONS OF EMPLOYEE PARKING AREAS SHOWNWITHOUT SHRUBS ARE SCREENED BY TOPOGRAPHYAND/OR CATEGORY 'C' ZONING DISTRICT BUFFER.INTERIOR LANDSCAPING (PHASE I):REQUIRED:·MINIMUM OF 5% OF INTERIOR PARKING LOTSSHALL BE LANDSCAPED WITH SHADE TREES.·TOTAL INTERIOR PARKING AREA = 38,537 SQ. FT.·(0.05) * 38,537 = 1,927 SQ. FT.·1 SHADE TREE FOR EVERY 10 PARKING SPACES·112 SPACES / 10 = 11 REQUIRED TREESPROVIDED:·1,966 SQ. FT. OF INTERIOR LANDSCAPING·11 INTERIOR SHADE TREESQUANT.PLANT SCHEDULECOMMON NAMEBOTANICAL NAMEREMARKSEastern RedbudCercis canadensis 2" Caliper140Kousa DogwoodCornus kousa 2" Caliper86Chinese HollyIlex cornuta36" Minimum Height371TYPEBuffer Deciduous TreeInterior & Perimeter Tree Parking Screen ShrubINTERIOR LANDSCAPING (PHASE II):REQUIRED:·MINIMUM OF 5% OF INTERIOR PARKING LOTSSHALL BE LANDSCAPED WITH SHADE TREES.·TOTAL INTERIOR PARKING AREA = 32,475 SQ. FT.·(0.05) * 32,475 = 1,624 SQ. FT.·1 SHADE TREE FOR EVERY 10 PARKING SPACES·100 SPACES / 10 = 10 REQUIRED TREESPROVIDED:·1,865 SQ. FT. OF INTERIOR LANDSCAPING·10 INTERIOR SHADE TREESBUFFER/SCREENING LANDSCAPING:CATEGORY 'C' FULL SCREEN:·REQUIRED PLANTINGS OF 3 FOR EVERY 10 FT. W/EQUAL QUANTITIES OF DECIDUOUS, EVERGREEN,AND SHRUBS.·LENGTH OF BUFFER = 1400 FT.·(1400 / 10) * 3 = 420 PLANTINGS (140 EACH TYPE)·420 PLANTINGS PROVIDED (140 EACH TYPE)SUGAR MAPLECHINESE HOLLYBIG BLUE LILACKOUSA DOGWOODLEGEND:GREEN COLUMNAR JUNIPEREASTERN REDBUDSugar MapleAcer saccharum 2" Caliper67Green Columnar JuniperJuniperus chinensis 'Hetzii Columnaris'6' Minimum Height140Big Blue LilacSyringia vulgaris 'Big Blue'36" Minimum Height140Perimeter TreeBuffer Evergreen Tree Buffer ShrubTYPICAL CATEGORY 'C' BUFFER DETAILCATEGORY 'C'ZONING DISTRICTBUFFER09-24-2021 2 REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023 DDD 1 REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022 DDD 3 REVISIONS PER FREDERICK WATER COMMENTS10-10-2024 DDD 4 REVISIONS PER FREDERICK WATER COMMENTS11-15-2024 DDD XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X FMFMFMFMFMFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPWWFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPWWWWWWWWWWWWWWWWWWWWWWWWFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPWFPFPFPFPFPFPFPFPFPFPFPFPFPFPFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMXXXXXXXXFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPWWWWWWWWWW710722726734732734750740732730732732740750732740750760730740760716716728724720720720724720726726726726722718720730732728726724722724720728734734732732732732750740730720740720750750750740740736742742738CADD FILE: DATE: REV. # SCALE: DATE 101 SHELBY CT. WINCHESTER, VA 22602 PHONE: 540.974.5157 FAX: 540.723.4868 EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY: BY LANDSCAPE PLAN (WEST)JOB NO.: 17-16C-15C-15.DWG DDD 1" = 50' DDD DESCRIPTION1 inch = ft.( IN FEET )GRAPHIC SCALE50FREDERICK COUNTYSP #26-2111-15-2024STONEWALL 4 FREDERICK COUNTY, VAMATCHLINE - SEE SHEET C-14MATCHLINE - THIS SHEET MATCHLINE - THIS SHEET 09-24-2021 2 REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023 DDD 1 REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022 DDD 3 REVISIONS PER FREDERICK WATER COMMENTS10-10-2024 DDD 4 REVISIONS PER FREDERICK WATER COMMENTS11-15-2024 DDD CADD FILE: DATE: REV. # SCALE: DATE 101 SHELBY CT. WINCHESTER, VA 22602 PHONE: 540.974.5157 FAX: 540.723.4868 EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY: BY LIGHTING PLAN - PHASE IJOB NO.: 17-16C-16C-16.DWG DDD 1" = 150' DDD DESCRIPTION1 inch = ft.( IN FEET )GRAPHIC SCALE150FREDERICK COUNTYSP #26-2111-15-2024STONEWALL 4 FREDERICK COUNTY, VANOTES:1.LIGHTING DESIGN PROVIDED BY ILLUMINATIONS, INC.2.CALCULATIONS TAKEN AT GRADE.3.FIXTURES MOUNTED AT HEIGHTS LISTED ON DRAWINGS.4.CALCULATIONS ARE ESTIMATIONS BASED ON INFORMATION PROVIDED ANDMAY VARY WITH ACTUAL CONDITIONS.5.ALL PROPOSED LIGHTING SHALL BE FULL CUT-OFF FIXTURES AND CONFORM TOTHE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE SECTION165-201-07.6.THE MOUNTING HEIGHT EXEMPTION SPECIFIED IN THE FREDERICK COUNTYORDINANCE SECTION 165-201 (B)(3) IS APPLIED FOR THE 'S1' FIXTURES LOCATEDALONG THE REAR OF THE TRUCK COURT. THE MOUNTING HEIGHT OF THESE'S1' FIXTURES IS 40' DUE TO SECURITY AND SAFETY LIGHTING REQUIREMENTSIN THE TRUCK COURT AREA.09-24-2021 2 REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023 DDD 1 REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022 DDD 3 REVISIONS PER FREDERICK WATER COMMENTS10-10-2024 DDD 4 REVISIONS PER FREDERICK WATER COMMENTS11-15-2024 DDD CADD FILE: DATE: REV. # SCALE: DATE 101 SHELBY CT. WINCHESTER, VA 22602 PHONE: 540.974.5157 FAX: 540.723.4868 EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY: BY LIGHTING PLAN - PHASE IIJOB NO.: 17-16C-17C-17.DWG DDD 1" = 150' DDD DESCRIPTION1 inch = ft.( IN FEET )GRAPHIC SCALE150FREDERICK COUNTYSP #26-2111-15-2024STONEWALL 4 FREDERICK COUNTY, VANOTES:1.LIGHTING DESIGN PROVIDED BY ILLUMINATIONS, INC.2.CALCULATIONS TAKEN AT GRADE.3.FIXTURES MOUNTED AT HEIGHTS LISTED ON DRAWINGS.4.CALCULATIONS ARE ESTIMATIONS BASED ON INFORMATION PROVIDED ANDMAY VARY WITH ACTUAL CONDITIONS.5.ALL PROPOSED LIGHTING SHALL BE FULL CUT-OFF FIXTURES AND CONFORM TOTHE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE SECTION165-201-07.6.THE MOUNTING HEIGHT EXEMPTION SPECIFIED IN THE FREDERICK COUNTYORDINANCE SECTION 165-201 (B)(3) IS APPLIED FOR THE 'S1' FIXTURES LOCATEDALONG THE REAR OF THE TRUCK COURT. THE MOUNTING HEIGHT OF THESE'S1' FIXTURES IS 40' DUE TO SECURITY AND SAFETY LIGHTING REQUIREMENTSIN THE TRUCK COURT AREA.09-24-2021 2 REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023 DDD 1 REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022 DDD 3 REVISIONS PER FREDERICK WATER COMMENTS10-10-2024 DDD 4 REVISIONS PER FREDERICK WATER COMMENTS11-15-2024 DDD GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASWWWWWWFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP-3+90 -3+00 -2+00 -1+00 0+00 1+00 2+00 2+65 10+0011+0012+0012+74710718720716714710712710712716712705 710 715 720 705 710 715 720 10+00 11+00 12+00 12+25 -2.00%STA. 10+00.00C/L EX. LENOIR DRIVEELEV. = 711.20PROPOSED GRADESTA. 10+85.00LOW POINTELEV. = 709.50STA. 12+00.00ELEV. = 712.382.50%STA. 10+10.10EX. E.P.ELEV. = 711.00700 705 710 715 720 725 700 705 710 715 720 725 -3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 OBJECT (HT. = 3.5') EYE (HT. = 3.5') (6' FROM STOP BAR, 34' FROM E.P.) PROPOSED GRADE MIN. SIGHT D I S T A N C E = 3 9 0 ' ( 3 5 M P H ) OBJECT (HT. = 3.5') MIN. SI G H T D I S T A N C E = 2 6 5 ' ( 3 5 M P H ) MEASU R E D T O T E R M I N U S O F L E N O I R D R . 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 30 CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYJOB NO.: 17-16 C-18C-18.DWGDDDAS SHOWNDDDENTRANCE PROFILE ENTRANCE SIGHT DISTANCE PROFILE DESCRIPTION270' TO TERMINUS OF LENOIR DRIVE LENOIR DRIVE R/W VARIES SPEED LIMIT = 35 M P H FREDERICK COUNTY SP #26-21 11-15-2024 3000' TO INTX. W/ MCGHEE ROAD HEAVY-DUTY PAVEMENT SECTION STOP SIGN (MUTCD R1-1) 24" WHITE THERMOPLASTIC STOP BAR, TYPE V, OFFSET 27' FROM EX. ROADWAY EX. E.P. DOUBLE YELLOW LINES (80' LONG, 6" TYPE II) 2' WHITE SKIP LINE @ EX. E.P. FOR ENTIRE ENTRANCE WIDTH (6" WHITE, 6' SPACING) SOLID EDGE LINE (4" WHITE) FROM TIE-IN AT LENOIR DR. TO PROPOSED CURB & GUTTER711.30 711.00 T.C.= 711.39 T.C.= 711.09 T.C.= 709.55 T.C.= 709.67 50' TAPER 50' TAPER FREESTANDING SIGN 36' 12' 12' R50' R50' EX. E.P.CG- 6 CG-6 EX. E.P. EX. E.P. E.P. E.P.E.P.E.P.ENTRANCE PLANSTONEWALL 4FREDERICK COUNTY, VACG-11 ENTRANCE (COMMERCIAL) 12" SAWCUT OF EX. PAVEMENT PER VDOT WP-2 09-24-20212REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD1REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDD3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDD4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPWWFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPWWWWWWWWWWWWWWWWWWWWWWWWFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPWFPFPFPFPFPFPFPFPFPFPFPFPFPFPWWWWWWWWWWCADD FILE: DATE: REV. # SCALE: DATE 101 SHELBY CT. WINCHESTER, VA 22602 PHONE: 540.974.5157 FAX: 540.723.4868 EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY: BY LIFE SAFETY PLAN - PHASE IJOB NO.: 17-16C-19C-19.DWG DDD 1" = 50' DDD DESCRIPTION1 inch = ft.( IN FEET )GRAPHIC SCALE50FREDERICK COUNTYSP #26-2111-15-2024STONEWALL 4 FREDERICK COUNTY, VA PROPOSED 451,000 SQ. FT.WAREHOUSE FACILITY(410' x 1100')E.P.E.P.FDCSECURITY GATEW/ KNOX BOX12" DIP CL52 W/L (FW)10" C-900 PVC F/L(PRIVATE)PIV W/ (4) BOLLARDS12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)12" G.V.(END OF FW LINE)F.H. W/ (2) BOLLARDS12" C-900 PVC F/L(PRIVATE)F.H. W/ (4)BOLLARDSF.H. W/ (4)BOLLARDSF.H. W/ (2)BOLLARDSPIV W/ (4) BOLLARDSPIV W/ (4)BOLLARDSPIV W/ (4)BOLLARDSPIV W/ (4)BOLLARDSPIV W/ (4)BOLLARDS12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)E.P.E.P.CG-6 E.P.CG-6DOOR W/ ELEVATEDSTOOP & RISERSW/ 2 BOLLARDS (TYP.)SECURITY GATEW/ KNOX BOXSECURITY FENCING(8' HIGH CHAIN LINK W/3-STRAND BARBED WIRE)PIV W/ (4) BOLLARDSF.H. W/ (2) BOLLARDSF.H. W/ (2) BOLLARDSPIV W/ (4) BOLLARDS12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)12" C-900 PVC F/L(PRIVATE)PIV W/ (4)BOLLARDSPIV W/ (4)BOLLARDS12" G.V.NOTES:1.FIRE LANE SIGNAGE AND MARKINGS TO CONFORM TO THE FREDERICKCOUNTY FIRE PREVENTION CODE APPENDIX D FIRE APPARATUSACCESS ROADS D103.6 SIGNS, AND BE PLACED IN ACCORDANCE WITHTHE FIRE MARSHAL'S OFFICE. CURB AND/OR EDGE OF PAVEMENTBETWEEN FIRE LANE SIGNS SHALL BE MARKED WITH A SOLID 6" WIDEYELLOW LINE TO DELINEATE EXTENTS OF FIRE LANE.2.REFER TO TYPICAL FIRE LANE SIGN DETAILS, SHEET C-45.F.H. W/ (4) BOLLARDS(DEDICATED TO FDC)09-24-2021 2 REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023 DDD 1 REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022 DDDFIRE LANE SIGN(TYPE 'C')FIRE LANE SIGN(TYPE 'A')FIRE LANE SIGN(TYPE 'C')FIRE LANE SIGN(TYPE 'A')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'A')FIRE LANE SIGN(TYPE 'C')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'A')FIRE LANE SIGN(TYPE 'C')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'D')3 REVISIONS PER FREDERICK WATER COMMENTS10-10-2024 DDD 4 REVISIONS PER FREDERICK WATER COMMENTS11-15-2024 DDD AAXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP W W FP FP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFP FPFPFP FP FPFPFPFPFPFP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FPXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXW W W WWWWWWWWWWWW W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWCADD FILE: DATE: REV. # SCALE: DATE 101 SHELBY CT. WINCHESTER, VA 22602 PHONE: 540.974.5157 FAX: 540.723.4868 EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY: BY LIFE SAFETY PLAN - PHASE IIJOB NO.: 17-16C-20C-20.DWG DDD 1" = 50' DDD DESCRIPTION1 inch = ft.( IN FEET )GRAPHIC SCALE50FREDERICK COUNTYSP #26-2111-15-2024STONEWALL 4 FREDERICK COUNTY, VA PROPOSED 369,000 SQ. FT.WAREHOUSE FACILITY(410' x 900')FDCF.H. W/ (4) BOLLARDS(DEDICATED TO FDC)SECURITY GATEW/ KNOX BOX12" DIP CL52W/L (FW)F.H. W/ (2) BOLLARDS12" C-900 PVC F/L(PRIVATE)PIV W/ (4) BOLLARDS12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)E.P.E.P.DOOR W/ ELEVATEDSTOOP & RISERSW/ 2 BOLLARDS (TYP.)SECURITY FENCING(8' HIGH CHAIN LINK W/3-STRAND BARBED WIRE)12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)12" C-900 PVC F/L(PRIVATE)F.H. W/ (2)BOLLARDSF.H. W/ (4)BOLLARDSF.H. W/ (4)BOLLARDSF.H. W/ (2)BOLLARDSPIV W/ (4)BOLLARDSPIV W/ (4)BOLLARDSPIV W/ (4)BOLLARDSPIV W/ (4)BOLLARDSE.P.E.P.E.P.E.P.SECURITY GATEW/ KNOX BOXCG-6LE N O I R D R I V E12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)PIV W/ (4)BOLLARDS12" C-900 PVC F/L(PRIVATE)12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)12" PVC C-900 RISER TOSPRINKLER SYSTEM(TRANSITION TO DIP CL525' OUTSIDE OF BUILDING)PIV W/ (4)BOLLARDSPIV W/ (4)BOLLARDSPIV W/ (4) BOLLARDSPIV W/ (4) BOLLARDSPIV W/ (4)BOLLARDSPIV W/ (4)BOLLARDSNOTES:1.FIRE LANE SIGNAGE AND MARKINGS TO CONFORM TO THE FREDERICKCOUNTY FIRE PREVENTION CODE APPENDIX D FIRE APPARATUSACCESS ROADS D103.6 SIGNS, AND BE PLACED IN ACCORDANCE WITHTHE FIRE MARSHAL'S OFFICE. CURB AND/OR EDGE OF PAVEMENTBETWEEN FIRE LANE SIGNS SHALL BE MARKED WITH A SOLID 6" WIDEYELLOW LINE TO DELINEATE EXTENTS OF FIRE LANE.2.REFER TO TYPICAL FIRE LANE SIGN DETAILS, SHEET C-45.12" G.V.(END OF FW LINE)09-24-2021 2 REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023 DDD 1 REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022 DDDFIRE LANE SIGN(TYPE 'C')FIRE LANE SIGN(TYPE 'A')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'C')FIRE LANE SIGN(TYPE 'A')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'C')FIRE LANE SIGN(TYPE 'A')FIRE LANE SIGN(TYPE 'C')FIRE LANE SIGN(TYPE 'A')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'C')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'A')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'D')FIRE LANE SIGN(TYPE 'D')3 REVISIONS PER FREDERICK WATER COMMENTS10-10-2024 DDD 4 REVISIONS PER FREDERICK WATER COMMENTS11-15-2024 DDD AACADD FILE: DATE: REV. # SCALE: DATE 101 SHELBY CT. WINCHESTER, VA 22602 PHONE: 540.974.5157 FAX: 540.723.4868 EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY: BY PRE-DEVELOPED SWM PLANJOB NO.: 17-16C-21C-21.DWG DDD 1" = 150' DDD DESCRIPTION1 inch = ft.( IN FEET )GRAPHIC SCALE150FREDERICK COUNTYSP #26-2111-15-2024STONEWALL 4 FREDERICK COUNTY, VA PRE-DEV. DA 'A'AREA = 72.81 AC.CN = 71Tc = 16 MIN.Q1 = 32.57 CFSQ2 = 56.74 CFSQ10 = 134.83 CFSQ25 = 194.46 CFSQ100 = 306.07 CFSPRE-DEV. DA 'A' (OFFSITE)AREA = 12.97 AC.CN = 70Tc = 9 MIN.Q1 = 7.03 CFSQ2 = 12.34 CFSQ10 = 29.53 CFSQ25 = 42.34 CFSQ100 = 66.50 CFSPRE-DEV. DA 'B'AREA = 4.44 AC.CN = 72Tc = 12 MIN.Q1 = 2.60 CFSQ2 = 4.36 CFSQ10 = 9.98 CFSQ25 = 14.14 CFSQ100 = 22.00 CFSPRE-DEV. DA 'C'AREA = 11.66 AC.CN = 71Tc = 11 MIN.Q1 = 6.12 CFSQ2 = 10.58 CFSQ10 = 24.98 CFSQ25 = 35.68 CFSQ100 = 56.07 CFSAAAABBBBCCCSHEET FLOW(100' @ 3.0%)SHEET FLOW(100' @ 12.0%)SHEET FLOW(100' @ 26.0%)SHEET FLOW(100' @ 6.0%)SHALLOW CONC. FLOW(520' @ 11.7%)SHALLOW CONC. FLOW(1570' @ 4.8%)SHALLOW CONC. FLOW(720' @ 1.5%)SHALLOW CONC. FLOW(1345' @ 5.2%)TOTAL PRE-DEV. DA 'A' ROUTING(INCL. ONSITE + OFFSITE)Q1 = 38.03 CFSQ2 = 66.39 CFSQ10 = 160.92 CFSQ25 = 231.63 CFSQ100 = 363.66 CFS09-24-2021 2 REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023 DDD 1 REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022 DDD 3 REVISIONS PER FREDERICK WATER COMMENTS10-10-2024 DDD 4 REVISIONS PER FREDERICK WATER COMMENTS11-15-2024 DDD XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXAA708714710714710 710 718722 726734732 734750740732 730732732740750732740750760730740760 750 750 750 740 740 730710732736738736 742 742 738 732732708712712712718716716728724720720720724720726726 7267267227187207147187187127147107307327287267 2 4 720716714724720720724724 722 7247207 2 0728734 734 732 732732732750740 724714720720716714710 712710712716 724 730 720 718718740 720CADD FILE: DATE: REV. # SCALE: DATE 101 SHELBY CT. WINCHESTER, VA 22602 PHONE: 540.974.5157 FAX: 540.723.4868 EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY: BY POST-DEVELOPED SWM PLANJOB NO.: 17-16C-22C-22.DWG DDD 1" = 150' DDD DESCRIPTION1 inch = ft.( IN FEET )GRAPHIC SCALE150FREDERICK COUNTYSP #26-2111-15-2024STONEWALL 4 FREDERICK COUNTY, VA POST-DEV. DA 'A'TO SWMB #1(ONSITE-DIST.)AREA = 11.11 AC.CN = 89 (VRRM)Tc = 5 MIN.Q1 = 25.29 CFSQ2 = 32.90 CFSQ10 = 53.73 CFSQ25 = 67.50 CFSQ100 = 91.36 CFSPOST-DEV. DA 'A' TO SWMB #2(ONSITE-DISTURBED)AREA = 30.43 AC.CN = 92 (VRRM)Tc = 5 MIN.Q1 = 79.64 CFSQ2 = 100.74 CFSQ10 = 157.62 CFSQ25 = 194.92 CFSQ100 = 259.42 CFSPOST-DEV. DA 'A' BYPASS(ONSITE-DISTURBED)(VRRM AREA 'C')AREA = 4.62 AC.CN = 78 (VRRM)Tc = 16 MIN.Q1 = 3.96 CFSQ2 = 5.87 CFSQ10 = 11.78 CFSQ25 = 15.97 CFSQ100 = 23.52 CFSPOST-DEV. DA 'B'(ONSITE-DISTURBED)(VRRM AREA 'D')AREA = 3.43 AC.CN = 78 (VRRM)Tc = 7 MIN.Q1 = 3.83 CFSQ2 = 5.62 CFSQ10 = 11.01 CFSQ25 = 14.88 CFSQ100 = 21.85 CFSPOST-DEV. DA 'A' TO SWMB #1(OFFSITE & ONSITE UNDIST.)AREA = 21.22 AC.CN = 70Tc = 12 MIN.Q1 = 9.86 CFSQ2 = 17.70 CFSQ10 = 43.25 CFSQ25 = 62.39 CFSQ100 = 98.91 CFSPOST-DEV. DA 'A' TO SWMB #2(OFFSITE & ONSITE UNDIST.)AREA = 4.58 AC.CN = 70Tc = 20 MIN.Q1 = 1.61 CFSQ2 = 2.95 CFSQ10 = 7.37 CFSQ25 = 10.72 CFSQ100 = 17.12 CFSPOST-DEV. DA 'A' BYPASS(ONSITE-UNDISTURBED)(VRRM AREA 'E')AREA = 12.92 AC.CN = 70 (VRRM)Tc = 15 MIN.Q1 = 5.11 CFSQ2 = 9.24 CFSQ10 = 22.75 CFSQ25 = 33.08 CFSQ100 = 52.64 CFSPOST-DEV. DA 'B'(ONSITE-UNDISTURBED)AREA = 1.73 AC.CN = 75 (VRRM)Tc = 5 MIN.Q1 = 1.69 CFSQ2 = 2.57 CFSQ10 = 5.27 CFSQ25 = 7.21 CFSQ100 = 10.83 CFSPOST-DEV. DA 'C'(ONSITE-UNDISTURBED)AREA = 11.85 AC.CN = 71 (VRRM)Tc = 11 MIN.Q1 = 6.22 CFSQ2 = 10.75 CFSQ10 = 25.39 CFSQ25 = 36.26 CFSQ100 = 56.98 CFSANALYSIS POINT FOR DA 'C'ANALYSIS POINT FOR DA 'B'ANALYSIS POINT FOR DA 'A'AAAAAABBBBBBCCCCCCSHEET FLOW(100' @ 12.0%)SHALLOW CONC. FLOW(1345' @ 5.2%)SHEET FLOW(100' @ 4.0%)SHALLOW CONC. FLOW(845' @ 13.7%)SHEET FLOW(100' @ 3.0%)SHALLOW CONC. FLOW(1190' @ 11.3%)SHEET FLOW(100' @ 8.0%)SHALLOW CONC. FLOW(450' @ 6.7%)SHEET FLOW(85' @ 27.1%)CHANNEL FLOW(1310' @ 1.1%)SHEET FLOW(100' @ 4.0%)CHANNEL FLOW(905' @ 2.0%)SWMB #1SWMB #209-24-2021 2 REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023 DDD 1 REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022 DDD 3 REVISIONS PER FREDERICK WATER COMMENTS10-10-2024 DDD 4 REVISIONS PER FREDERICK WATER COMMENTS11-15-2024 DDD XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXAA708714710714710 710 718722 726734732 734750740732 730732732740750732740750760730740760 750 750 750 740 740 730710732736738736 742 742 738 732732708712712712718716716728724720720720724720726726 7267267227187207147187187127147107307327287267 2 4 720716714724720720724724 722 7247207 2 0728734 734 732 732732732750740 724714720720716714710 712710712716 724 730 720 718718740 720CADD FILE: DATE: REV. # SCALE: DATE 101 SHELBY CT. WINCHESTER, VA 22602 PHONE: 540.974.5157 FAX: 540.723.4868 EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY: BY POST-DEVELOPED SWM PLANJOB NO.: 17-16C-23C-23.DWG DDD 1" = 150' DDD DESCRIPTION1 inch = ft.( IN FEET )GRAPHIC SCALE150FREDERICK COUNTYSP #26-2111-15-2024STONEWALL 4 FREDERICK COUNTY, VA RD #1RD #2RD #3RD #4RD #5RD #6RD #7RD #8RD #9RD #10RD #11RD #12RD #13RD #14RD #15RD #16RD #17RD #18RD #19RD #20RD #21RD #22RD #23RD #24RD #25RD #26RD #27RD #28RD #29RD #30RD #31RD #32RD #33RD #34RD #35RD #36RD #37RD #38RD #39RD #40STR #7STR #8STR #9STR #10STR #11STR #12STR #13STR #14STR #16STR #17STR #19STR #21STR #22STR #23STR #29STR #37STR #38STR #39STR #40STR #41STR #42STR #44STR #49STR #50STR #51STR #54STR #56STR #58AABBBCCCSHEET FLOW(100' @ 1.0%)SHEET FLOW(100' @ 1.0%)SHEET FLOW(100' @ 3.0%)SHALLOW CONC. FLOW(1685' @ 8.2%)SHALLOW CONC. FLOW(1285' @ 10.5%)SHALLOW CONC. FLOW(805' @ 14.9%)SCC #1SCC #2STR #5909-24-2021 2 REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023 DDD 1 REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022 DDD 3 REVISIONS PER FREDERICK WATER COMMENTS10-10-2024 DDD 4 REVISIONS PER FREDERICK WATER COMMENTS11-15-2024 DDD CADD FILE: DATE: REV. # SCALE: DATE 101 SHELBY CT. WINCHESTER, VA 22602 PHONE: 540.974.5157 FAX: 540.723.4868 EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY: BY CONSERVATION AREA PLANJOB NO.: 17-16C-24C-24.DWG DDD 1" = 100' DDD DESCRIPTION1 inch = ft.( IN FEET )GRAPHIC SCALE100FREDERICK COUNTYSP #26-2111-15-2024STONEWALL 4 FREDERICK COUNTY, VAMAINTENANCE NOTES:1.THE RUNOFF REDUCTION COMPLIANCE OPEN SPACE AREASHOWN HEREON SHALL BE MAINTAINED IN A OPEN SPACEMANNER UNTIL SUCH TIME THAT AN AMENDED STORMWATERMANAGEMENT PLAN IS APPROVED BY THE VSMP AUTHORITY.2.CONSERVED OPEN SPACE (10.50 AC.) MUST REMAINUNDISTURBED. NO DRIVING, DOMESTIC ANIMALS, OR CROPS AREPERMITTED. LIMITED BRUSH HOGGING (NO MORE THAN FOURTIMES PER YEAR) MAY BE CONDUCTED TO MAINTAIN THEDESIRED VEGETATIVE COMMUNITY.PROPOSED CONSERVATIONEASEMENT (OPEN SPACE)(TOTAL AREA = 10.50 AC.)FUTURE ROUTE 37RIGHT-OF-WAY DEDICATION09-24-2021 2 REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023 DDD 1 REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022 DDDPROPOSED SUBDIVISION3 REVISIONS PER FREDERICK WATER COMMENTS10-10-2024 DDD 4 REVISIONS PER FREDERICK WATER COMMENTS11-15-2024 DDD 710 715 720 725 730 735 740 745 750 755 760 710 715 720 725 730 735 740 745 750 755 760 10+00 11+00 11+50 710 715 720 725 730 735 740 745 750 755 760 710 715 720 725 730 735 740 745 750 755 760 10+00 11+00 11+50 710 715 720 725 730 735 740 745 750 755 760 710 715 720 725 730 735 740 745 750 755 760 10+00 11+00 715 720 725 730 735 740 745 750 755 760 765 715 720 725 730 735 740 745 750 755 760 765 10+00 11+00 12+00 12+50STA. 10+00.00 -- STR #7STD. DI-1 (4' DIA.)TOP = 731.00INV. IN = 725.65 (2-12")INV. OUT = 725.55 (15")STA. 11+00.00 -- STR #915" NYLOPLASTTOP = 731.00INV. OUT = 727.65 (12")STA. 10+00.00 -- STR #3STD. MH-1 (6' DIA.)TOP = 734.20INV. IN = 723.34 (12")INV. IN = 723.34 (24")INV. IN = 723.34 (30")INV. OUT = 723.24 (36")STA. 10+68.00 -- STR #10STD. DI-1 (4' DIA.)TOP = 731.00INV. IN = 726.84 (18")INV. OUT = 726.74 (24")STA. 11+23.95 -- STR #11STD. DI-7 (4' DIA.)TOP = 738.00INV. OUT = 734.11 (18")STA. 10+00.00 -- STR #4STD. MH-1 (5' DIA.)TOP = 734.20INV. IN = 724.56 (12")INV. IN = 724.56 (15")INV. IN = 724.56 (24")INV. OUT = 724.46 (30")STA. 10+68.00 -- STR #12STD. DI-1 (4' DIA.)TOP = 731.00INV. OUT = 727.28 (15")STA. 10+00.00 -- STR #5STD. MH-1 (5' DIA.)TOP = 734.06INV. IN = 726.44 (12")INV. IN = 726.44 (18")INV. IN = 726.44 (18")INV. OUT = 726.34 (24")STA. 10+68.00 -- STR #13STD. DI-1 (4' DIA.)TOP = 731.00INV. IN = 726.88 (15")INV. OUT = 726.78 (18")STA. 12+18.00 -- STR #14STD. DI-1 (4' DIA.)TOP = 731.00INV. OUT = 727.63 (18")HGL (10-YR)HGL (10-YR) HGL (10-YR) HGL (10-YR) PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE STA. 10+46.0012" F/L X-ING18" MIN. CLEAR 100.00 LF - 12" HDPE @ 2.00% 68.00 LF - 24" HDPE @ 5.00% 55.95 LF - 18" HDPE @ 13.00% 68.00 LF - 15" HDPE @ 4.00% 68.00 LF - 18" HDPE @ 0.50% 150.00 LF - 15" HDPE @ 0.50% 715 720 725 730 735 740 745 750 755 760 765 715 720 725 730 735 740 745 750 755 760 765 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+75 710 715 720 725 730 735 740 745 750 755 760 710 715 720 725 730 735 740 745 750 755 760 10+00 11+00 12+00STA. 12+60.00 -- STR #2STD. MH-1 (6' DIA.)TOP = 734.06INV. IN = 722.15 (12")INV. IN = 722.15 (15")INV. IN = 722.15 (36")INV. OUT = 722.05 (42")STA. 10+00.00 -- STR #1STD. ES-2INV. = 720.75 (42")STA. 11+48.2312" ROOF DRAIN CONN.INV. = 721.49 (42")STA. 13+68.2112" ROOF DRAIN CONN.INV. = 722.69 (42")STA. 14+78.21 -- STR #3STD. MH-1 (6' DIA.)TOP = 734.20INV. IN = 723.34 (12")INV. IN = 723.34 (24")INV. IN = 723.34 (30")INV. OUT = 723.24 (42")STA. 15+88.2912" ROOF DRAIN CONN.INV. = 723.89 (30")STA. 17+02.21 -- STR #4STD. MH-1 (5' DIA.)TOP = 734.20INV. IN = 724.56 (12")INV. IN = 724.56 (15")INV. IN = 724.56 (24")INV. OUT = 724.46 (30")STA. 18+12.2912" ROOF DRAIN CONN.INV. = 725.44 (24")STA. 19+24.79 -- STR #5STD. MH-1 (5' DIA.)TOP = 734.06INV. IN = 726.44 (12")INV. IN = 726.44 (18")INV. IN = 726.44 (18")INV. OUT = 726.34 (24")STA. 20+32.2712" ROOF DRAIN CONN.INV. = 728.37 (18")STA. 21+42.27 -- STR #6STD. MH-1 (4' DIA.)TOP = 734.06INV. IN = 730.45 (12")INV. OUT = 730.35 (18")STA. 10+00.00 -- STR #2STD. MH-1 (6' DIA.)TOP = 734.06INV. IN = 722.15 (12")INV. IN = 722.15 (15")INV. IN = 722.15 (36")INV. OUT = 722.05 (42")STA. 10+68.00 -- STR #7STD. DI-1 (4' DIA.)TOP = 731.60INV. IN = 725.65 (2-12")INV. OUT = 725.55 (15")STA. 11+68.00 -- STR #815" NYLOPLASTTOP = 731.00INV. OUT = 727.65 (12")PROPOSED GRADE HGL (10-YR) HGL (10-YR) PROPOSED GRADE STA. 10+91.2512" F/L X-INGSTA. 12+03.2512" F/LRISER X-INGSTA. 14+55.4212" F/L RISER X-INGSTA. 17+55.4212" F/L RISER X-INGSTA. 20+39.4212" F/L RISER X-ING18" MIN. CLEAR 18" MIN. CLEAR 18" MIN. CLEAR 18" MIN. CLEAR 18" MIN. CLEAR STA. 10+46.0012" F/L X-ING18" MIN. CLEAR 260.00 LF - 42" HDPE @ 0.50% 218.21 LF - 42" HDPE @ 0.50% 224.00 LF - 30" HDPE @ 0.50% 222.58 LF - 24" HDPE @ 0.80% 217.48 LF - 18" HDPE @ 1.80%68.00 LF - 15" HDPE @ 5.00% 100.00 LF - 12" HDPE @ 2.00%CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYSTORM SEWER PROFILESJOB NO.: 17-16 C-25C-25.DWGDDDDDDDESCRIPTIONAS SHOWNFREDERICK COUNTY SP #26-21 11-15-2024 STONEWALL 4FREDERICK COUNTY, VASTR #1 -- STR #6 STR #2 -- STR #8 STR #7 -- STR #9 STR #3 -- STR #11 STR #4 -- STR #12 STR #5 -- STR #14 09-24-20212REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD1REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDD3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDD4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD 700 705 710 715 720 725 730 735 740 745 750 700 705 710 715 720 725 730 735 740 745 750 10+00 11+00 12+00 12+25 700 705 710 715 720 725 730 735 740 745 750 700 705 710 715 720 725 730 735 740 745 750 10+00 11+00 12+00 13+00 14+00 15+00 700 705 710 715 720 725 730 735 740 745 750 700 705 710 715 720 725 730 735 740 745 750 10+00 11+00 11+25STA. 12+00.00 -- STR #29STD. DI-3C (L=8', 4' DIA.)TOP = 727.87INV. OUT = 723.71 (18")STA. 11+62.00 -- STR #30STD. MH-1 (5' DIA.)TOP = 730.80INV. IN = 720.53 (12")INV. IN = 720.53 (15")INV. IN = 720.53 (24")INV. OUT = 720.43 (24")STA. 12+70.02 -- STR #31STD. MH-1 (4' DIA.)TOP = 730.80INV. IN = 723.87 (12")INV. IN = 723.87 (18")INV. OUT = 723.77 (24")STA. 14+88.52 -- STR #32STD. MH-1 (4' DIA.)TOP = 733.75INV. IN = 727.90 (12")INV. OUT = 727.80 (18")STA. 13+78.5212" ROOF DRAIN CONN.INV. = 725.82 (18")STA. 10+00.00 -- STR #30STD. MH-1 (5' DIA.)TOP = 730.80INV. IN = 720.53 (12")INV. IN = 720.53 (15")INV. IN = 720.53 (24")INV. OUT = 720.43 (24")STA. 11+13.48 -- STR #33STD. MH-1 (4' DIA.)TOP = 730.80INV. IN = 726.87 (12")INV. OUT = 726.77 (15")STA. 10+00.00 -- STR #21STD. DI-3C (L=8', 8' DIA.)TOP = 727.80INV. IN = 710.71 (15")INV. IN = 710.71 (24")INV. IN = 710.71 (42")INV. OUT = 710.61 (48")STA. 10+00.00 -- STR #21STD. DI-3C (L=8', 8' DIA.)TOP = 727.80INV. IN = 710.71 (15")INV. IN = 710.71 (24")INV. IN = 710.71 (42")INV. OUT = 710.61 (48")HGL (10-YR) HGL (10-YR) HGL (10-YR) PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE STA. 11+17.0012" F/L X-INGSTA. 11+81.3612" F/L RISER X-INGSTA. 14+33.5212" F/L RISER X-ING18" MIN. CLEAR 18" MIN. CLEAR 18" MIN. CLEAR 200.00 LF - 18" HDPE @ 6.50% 162.00 LF - 24" HDPE @ 6.00% 108.02 LF - 24" HDPE @ 3.00% 218.50 LF - 18" HDPE @ 1.80% 113.48 LF - 15" HDPE @ 5.50% 700 705 710 715 720 725 730 735 740 745 750 700 705 710 715 720 725 730 735 740 745 750 10+00 11+00 12+00 13+00 13+25 720 725 730 735 740 745 750 755 760 765 770 720 725 730 735 740 745 750 755 760 765 770 10+00 11+00 11+50 700 705 710 715 720 725 730 735 740 745 750 700 705 710 715 720 725 730 735 740 745 750 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+75STA. 10+32.00 -- STR #16STD. DI-3B (L=8', 4' DIA.)TOP = 732.25INV. IN = 723.98 (15")INV. OUT = 723.88 (18")STA. 10+00.00 -- STR #15STD. ES-2INV. = 722.60 (15")STA. 12+82.00 -- STR #17STD. DI-3B (L=8', 4' DIA.)TOP = 730.99INV. OUT = 726.48 (15")STA. 10+00.00 -- STR #18STD. ES-2INV. = 731.80 (18")STA. 11+00.00 -- STR #19STD. DI-7 (4' DIA.)TOP = 756.00INV. OUT = 751.80 (18")STA. 10+00.00 -- STR #20STD. ES-2INV. = 710.25 (48")STA. 10+72.00 -- STR #21STD. DI-3C (L=8', 8' DIA.)TOP = 727.80INV. IN = 710.71 (15")INV. IN = 710.71 (24")INV. IN = 710.71 (42")INV. OUT = 710.61 (48")STA. 12+99.48 -- STR #22STD. DI-3C (L=8', 6' DIA.)TOP = 727.80INV. IN = 711.95 (24")INV. IN = 711.95 (42")INV. OUT = 711.85 (42")STA. 15+39.48 -- STR #23STD. DI-3C (L=8', 5' DIA.)TOP = 727.80INV. IN = 713.25 (42")INV. OUT = 713.15 (42")STA. 17+48.48 -- STR #24STD. MH-1 (7' DIA.)TOP = 725.50INV. IN = 714.40 (18")INV. IN = 714.40 (36")INV. OUT = 714.30 (42")HGL (10-YR) HGL (10-YR) HGL (10-YR) PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE STA. 12+36.732" SAN. F.M. X-ING18" MIN. CLEAR 250.00 LF - 15" HDPE @ 1.00% 32.00 LF - 15" HDPE @ 4.00% 100.00 LF - 18" HDPE @ 20.00% 72.00 LF - 48" HDPE @ 0.50% 227.48 LF - 42" HDPE @ 0.50% 240.00 LF - 42" HDPE @ 0.50% 209.00 LF - 42" HDPE @ 0.50%CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYSTORM SEWER PROFILESJOB NO.: 17-16 C-26C-26.DWGDDDDDDDESCRIPTIONAS SHOWNFREDERICK COUNTY SP #26-21 11-15-2024 STONEWALL 4FREDERICK COUNTY, VASTR #15 -- STR #17 STR #18 -- STR #19 STR #20 -- STR #24 STR #21 -- STR #29 STR #21 -- STR #32 STR #30 -- STR #33 09-24-20212REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD1REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDD3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDD4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD 695 700 705 710 715 720 725 730 735 740 745 695 700 705 710 715 720 725 730 735 740 745 10+00 11+00 12+00 12+60 700 705 710 715 720 725 730 735 740 745 750 700 705 710 715 720 725 730 735 740 745 750 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+75STA. 10+00.00 -- STR #24STD. MH-1 (7' DIA.)TOP = 725.50INV. IN = 714.40 (18")INV. IN = 714.40 (36")INV. OUT = 714.30 (42")STA. 11+38.6712" ROOF DRAIN CONN.INV. = 715.09 (36")STA. 12+34.67 -- STR #25STD. MH-1 (5' DIA.)TOP = 725.06INV. IN = 715.67 (12")INV. IN = 715.67 (15")INV. IN = 715.67 (36")INV. OUT = 715.57 (36")STA. 13+30.6712" ROOF DRAIN CONN.INV. = 716.15 (36")STA. 14+14.67 -- STR #26STD. MH-1 (5' DIA.)TOP = 725.06INV. IN = 716.67 (12")INV. IN = 716.67 (15")INV. IN = 716.67 (30")INV. OUT = 716.57 (36")STA. 15+10.6712" ROOF DRAIN CONN.INV. = 717.15 (30")STA. 15+94.6712" ROOF DRAIN CONN.INV. = 717.57 (30")STA. 16+90.67 -- STR #27STD. MH-1 (5' DIA.)TOP = 725.06INV. IN = 718.15 (12")INV. IN = 718.15 (15")INV. IN = 718.15 (18")INV. OUT = 718.05 (30")STA. 17+74.6712" ROOF DRAIN CONN.INV. = 718.99 (18")STA. 18+70.6712" ROOF DRAIN CONN.INV. = 719.95 (18")STA. 19+54.67 -- STR #28STD. MH-1 (4' DIA.)TOP = 725.06INV. IN = 720.89 (12")INV. OUT = 720.79 (18")STA. 10+00.00 -- STR #27STD. MH-1 (5' DIA.)TOP = 725.06INV. IN = 718.15 (12")INV. IN = 718.15 (15")INV. IN = 718.15 (18")INV. OUT = 718.05 (30")STA. 10+58.00 -- STR #4118" NYLOPLASTTOP = 722.50INV. IN = 718.54 (12")INV. OUT = 718.44 (15")STA. 12+38.00 -- STR #4215" NYLOPLASTTOP = 722.50INV. OUT = 719.44 (12")HGL (10-YR) HGL (10-YR) PROPOSED GRADE PROPOSED GRADE STA. 10+23.002" SAN. F.M. X-INGSTA. 11+90.5812" F/L RISER X-INGSTA. 10+82.0012" F/L X-INGSTA. 14+70.4212" F/L RISER X-INGSTA. 15+42.782" SAN. F.M. X-INGSTA. 15+65.4512" F/L X-INGSTA. 15+77.4512" W/L X-INGSTA. 17+69.6712" F/L RISER X-INGSTA. 19+43.9212" F/L RISER X-ING18" MIN. CLEAR 18" MIN. CLEAR 18" MIN. CLEAR 18" MIN. CLEAR 18" MIN. CLEAR 18" MIN. CLEAR 18" MIN. CLEAR STA. 10+40.0012" F/L X-ING18" MIN. CLEAR 234.67 LF - 36" HDPE @ 0.50% 180.00 LF - 36" HDPE @ 0.50% 276.00 LF - 30" HDPE @ 0.50% 264.00 LF - 18" HDPE @ 1.00% 58.00 LF - 15" HDPE @ 0.50% 180.00 LF - 12" HDPE @ 0.50% 18" MIN. CLEAR 705 710 715 720 725 730 735 740 745 750 755 705 710 715 720 725 730 735 740 745 750 755 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 705 710 715 720 725 730 735 740 745 750 755 705 710 715 720 725 730 735 740 745 750 755 10+00 11+00 11+50 695 700 705 710 715 720 725 730 735 740 745 695 700 705 710 715 720 725 730 735 740 745 10+00 11+00 12+00 695 700 705 710 715 720 725 730 735 740 745 695 700 705 710 715 720 725 730 735 740 745 10+00 11+00 12+00STA. 10+00.00 -- STR #22STD. DI-3C (L=8', 6' DIA.)TOP = 727.80INV. IN = 711.95 (24")INV. IN = 711.95 (42")INV. OUT = 711.85 (42")STA. 11+62.00 -- STR #34STD. MH-1 (5' DIA.)TOP = 730.80INV. IN = 721.77 (12")INV. IN = 721.77 (24")INV. OUT = 721.67 (24")STA. 13+78.50 -- STR #35STD. MH-1 (4' DIA.)TOP = 730.80INV. IN = 722.95 (12")INV. IN = 722.95 (18")INV. OUT = 722.85 (24")STA. 12+70.5012" ROOF DRAIN CONN.INV. = 722.31 (24")STA. 14+91.9712" ROOF DRAIN CONN.INV. = 724.37 (18")STA. 16+05.72 -- STR #36STD. MH-1 (4' DIA.)TOP = 733.60INV. IN = 725.89 (12")INV. OUT = 725.79 (18")STA. 10+00.00 -- STR #24STD. MH-1 (7' DIA.)TOP = 725.50INV. IN = 714.40 (18")INV. IN = 714.40 (36")INV. OUT = 714.30 (42")STA. 11+08.00 -- STR #37STD. DI-7 (4' DIA.)TOP = 724.20INV. OUT = 720.00 (18")STA. 10+00.00 -- STR #25STD. MH-1 (5' DIA.)TOP = 725.06INV. IN = 715.67 (12")INV. IN = 715.67 (15")INV. IN = 715.67 (36")INV. OUT = 715.57 (36")STA. 10+58.00 -- STR #3815" NYLOPLASTTOP = 722.50INV. IN = 716.50 (12")INV. OUT = 716.40 (15")STA. 10+00.00 -- STR #26STD. MH-1 (5' DIA.)TOP = 725.06INV. IN = 716.67 (12")INV. IN = 716.67 (15")INV. IN = 716.67 (30")INV. OUT = 716.57 (36")STA. 10+58.00 -- STR #3918" NYLOPLASTTOP = 722.50INV. IN = 717.93 (12")INV. OUT = 717.83 (15")STA. 11+68.00 -- STR #4015" NYLOPLASTTOP = 722.50INV. OUT = 719.03 (12")HGL (10-YR) HGL (10-YR) HGL (10-YR)HGL (10-YR) PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE STA. 14+99.1712" F/L RISER X-INGSTA. 12+15.1712" F/L RISER X-INGSTA. 11+05.0012" W/L X-INGSTA. 11+17.0012" F/L X-ING18" MIN. CLEAR 18" MIN. CLEAR 18" MIN. CLEAR STA. 10+40.0012" F/L X-ING18" MIN. CLEAR STA. 10+40.0012" F/L X-ING18" MIN. CLEAR 162.00 LF - 24" HDPE @ 6.00% 216.50 LF - 24" HDPE @ 0.50% 227.22 LF - 18" HDPE @ 1.25% 112.00 LF - 18" HDPE @ 5.00% 58.00 LF - 15" HDPE @ 1.25% 58.00 LF - 15" HDPE @ 2.00% 110.00 LF - 12" HDPE @ 1.00%100.00 LF - 12" HDPE @ 4.00%STA. 11+58.00 -- STR #5915" NYLOPLASTTOP = 723.75INV. OUT = 720.50 (12")CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYSTORM SEWER PROFILESJOB NO.: 17-16 C-27C-27.DWGDDDDDDDESCRIPTIONAS SHOWNFREDERICK COUNTY SP #26-21 11-15-2024 STONEWALL 4FREDERICK COUNTY, VASTR #22 -- STR #36 STR #24 -- STR #37 STR #25 -- STR #59 STR #26 -- STR #40 STR #24 -- STR #28 STR #27 -- STR #42 09-24-20212REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD1REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDD3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDD4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD 690 695 700 705 710 715 720 725 730 735 740 690 695 700 705 710 715 720 725 730 735 740 10+00 11+00 12+00 695 700 705 710 715 720 725 730 735 740 745 695 700 705 710 715 720 725 730 735 740 745 10+00 11+00 12+00 685 690 695 700 705 710 715 720 725 730 735 685 690 695 700 705 710 715 720 725 730 735 10+00 11+00 11+50 685 690 695 700 705 710 715 720 725 730 735 685 690 695 700 705 710 715 720 725 730 735 10+00 11+00 11+50 710 715 720 725 730 735 740 745 750 755 760 710 715 720 725 730 735 740 745 750 755 760 10+00 10+75STA. 10+00.00 -- STR #44STD. DI-3C (L=8', 6' DIA.)TOP = 718.42INV. IN = 711.32 (15")INV. IN = 711.32 (24")INV. IN = 711.32 (30")INV. OUT = 711.22 (36")STA. 11+59.75 -- STR #51STD. DI-3B (L=8', 4' DIA.)TOP = 718.97INV. OUT = 714.91 (15")STA. 10+00.00 -- STR #45STD. MH-1 (6' DIA.)TOP = 721.80INV. IN = 712.23 (12")INV. IN = 712.23 (18")INV. IN = 712.23 (30")INV. OUT = 712.13 (30")STA. 10+96.0012" ROOF DRAIN CONN.INV. = 714.15 (18")STA. 11+80.00 -- STR #52STD. MH-1 (4' DIA.)TOP = 724.50INV. IN = 715.93 (12")INV. OUT = 715.83 (18")STA. 10+00.00 -- STR #53STD. ES-2INV. = 706.40 (15")STA. 11+20.00 -- STR #54STD. DI-1 (4' DIA.)TOP = 709.50INV. OUT = 707.00 (15")STA. 10+00.00 -- STR #55STD. ES-2INV. = 704.70 (15")STA. 11+20.00 -- STR #56STD. DI-1 (4' DIA.)TOP = 707.80INV. OUT = 705.30 (15")STA. 10+00.00 -- STR #57STD. ES-2INV. = 736.00 (18")STA. 10+40.00 -- STR #58STD. ES-2INV. = 738.00 (18")HGL (10-YR) HGL (10-YR) HGL (10-YR) HGL (10-YR) HGL (10-YR) PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE STA. 11+36.5912" F/L RISER X-ING18" MIN. CLEAR STA. 10+40.682" SAN. F.M. X-ING18" MIN. CLEAR 159.75 LF - 15" HDPE @ 2.25% 180.00 LF - 18" HDPE @ 2.00% 120.00 LF - 15" HDPE @ 0.50% 120.00 LF - 15" HDPE @ 0.50% 40.00 LF - 18" HDPE @ 5.00% 695 700 705 710 715 720 725 730 735 740 745 695 700 705 710 715 720 725 730 735 740 745 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 690 695 700 705 710 715 720 725 730 735 740 690 695 700 705 710 715 720 725 730 735 740 10+00 11+00 12+00 13+00 14+00 14+50STA. 10+00.00 -- STR #43STD. ES-2INV. = 711.00 (36")STA. 10+44.00 -- STR #44STD. DI-3C (L=8', 6' DIA.)TOP = 718.42INV. IN = 711.32 (15")INV. IN = 711.32 (24")INV. IN = 711.32 (30")INV. OUT = 711.22 (36")STA. 12+06.00 -- STR #45STD. MH-1 (6' DIA.)TOP = 721.80INV. IN = 712.23 (12")INV. IN = 712.23 (18")INV. IN = 712.23 (30")INV. OUT = 712.13 (30")STA. 12+90.0012" ROOF DRAIN CONN.INV. = 713.91 (30")STA. 13+86.00 -- STR #46STD. MH-1 (5' DIA.)TOP = 721.80INV. IN = 715.93 (12")INV. IN = 715.93 (24")INV. OUT = 715.83 (30")STA. 14+70.0012" ROOF DRAIN CONN.INV. = 716.35 (24")STA. 15+66.0012" ROOF DRAIN CONN.INV. = 716.83 (24")STA. 16+50.00 -- STR #47STD. MH-1 (4' DIA.)TOP = 721.80INV. IN = 717.35 (12")INV. IN = 717.35 (18")INV. OUT = 717.25 (24")STA. 17+34.0012" ROOF DRAIN CONN.INV. = 718.86 (18")STA. 18+30.00 -- STR #48STD. MH-1 (4' DIA.)TOP = 724.50INV. IN = 720.69 (12")INV. OUT = 720.59 (18")STA. 10+00.00 -- STR #44STD. DI-3C (L=8', 6' DIA.)TOP = 718.42INV. IN = 711.32 (15")INV. IN = 711.32 (24")INV. IN = 711.32 (30")INV. OUT = 711.22 (36")STA. 12+21.33 -- STR #49STD. DI-3C (L=8', 4' DIA.)TOP = 718.82INV. IN = 713.63 (18")INV. OUT = 713.53 (24")STA. 14+21.33 -- STR #50STD. DI-3C (L=8', 4' DIA.)TOP = 718.87INV. OUT = 714.63 (18")HGL (10-YR) HGL (10-YR)PROPOSED GRADE PROPOSED GRADE STA. 11+61.0012" F/L X-INGSTA. 13+46.4212" F/L RISER X-INGSTA. 16+34.4212" F/L RISER X-INGSTA. 17+98.2512" F/L RISER X-ING18" MIN. CLEAR 18" MIN. CLEAR 18" MIN. CLEAR 18" MIN. CLEAR 44.00 LF - 36" HDPE @ 0.50% 162.00 LF - 30" HDPE @ 0.50% 180.00 LF - 30" HDPE @ 2.00% 264.00 LF - 24" HDPE @ 0.50% 180.00 LF - 18" HDPE @ 1.80% 221.33 LF - 24" HDPE @ 1.00% 200.00 LF - 18" HDPE @ 0.50%CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYSTORM SEWER PROFILESJOB NO.: 17-16 C-28C-28.DWGDDDDDDDESCRIPTIONAS SHOWNFREDERICK COUNTY SP #26-21 11-15-2024 STONEWALL 4FREDERICK COUNTY, VASTR #43 -- STR #48 STR #44 -- STR #50 STR #44 -- STR #51 STR #45 -- STR #52 STR #53 -- STR #54 STR #55 -- STR #56 STR #57 -- STR #58 09-24-20212REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD1REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDD3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDD4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD 700 705 710 715 720 725 730 735 740 745 750 755 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00STA. 10+00.00CUT-IN 16" x 16" x 12" TEE(BY CONTRACTOR)(2) 16" MECHANICAL JOINTLONG SOLID SLEEVES(2) 16" G.V.(1) 12" G.V.STA. 16+15.9912" x 12" x 12" TEE(3) 12" G.V.PROPOSED GRADE 12" DIP CL 52 W/L (FW) 48" MIN. COVER STA. 13+11.772" SAN. F.M. X-INGW/ 6" PVC CASING18" MIN. CLEARSTA. 12+81.7712" x 12" x 8" TEE(2) 12" G.V.(1) 8" G.V.10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 XX X XFMFMFMFMFMFMFMFMFMFM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM740740730710732736738736742742738732732726724720724728724714720720716714710CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYWATERLINE PLAN & PROFILEJOB NO.: 17-16 C-29C-29.DWGDDDDDDDESCRIPTION09-24-2022MATCHLINE -- STA. 22+50.00 (SEE SHEET C-30)AS SHOWNSTA. 10+00.00 CUT-IN 16" x 16" x 12" TEE (2) 16" MECHANICAL JOINT LONG SOLID SLEEVES (2) 16" G.V. (1) 12" G.V. 12" WATERLINE FROM CUT-IN TEE @ 16" CONNECTION TO STA. 22+50 (FW) FREDERICK COUNTY SP #26-21 11-15-2024 STONEWALL 4FREDERICK COUNTY, VAMATCHLINE -- SEE SHEET C-30WWWWWWFPFPFPFPFPFPFPFPFP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FPFPFPFPFPFPFPFPFPFPFPFPFPFPW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W STA. 16+15.99 12" x 12" x 12" TEE (3) 12" G.V. PHASE II BUILDING 20' FW EASEMENT 12" DIP CL52 W/L (FW)1REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDDWWW W W W W W W W W W W W W W 2REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDDSTA. 12+81.77 12" x 12" x 8" TEE (2) 12" G.V. (1) 8" G.V.4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD4 700 705 710 715 720 725 730 735 740 745 750 755 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00STA. 22+66.4445° BENDSTA. 22+61.4412" G.V.STA. 22+94.7345° BENDSTA. 28+69.2745° BENDSTA. 28+99.20F.H. ASSEMBLY (5' LT.)STA. 29+37.2012" G.V.STA. 29+49.20BLDG. CONN.STA. 28+84.2012" F/L X-INGW/ 24" PVC CASING18" MIN. CLEAR PROPOSED GRADE STA. 28+49.7324" STM. X-INGINV. = 718.2518" MIN. CLEAR 12" DIP CL 52 W/L (FW) 48" MIN. COVER STA. 29+19.20AIR RELEASE VAULTSTA. 28+79.2745° BEND20+0021+0022+0023+00 24+00 25+00 26+00 27+00 28+00 29+0029+49XXXXXXXXXXXXXXXXXXXXXXXXXXXXXFMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFMFMFMFMFMFMXXXXXX722 732728 726724 722 7247 2 0728730 10+00 11+00 11+46 FM FM FM FMFMFMFMFMFMFMFMFMFM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM730732736724720720700 705 710 715 720 725 730 735 740 745 750 755 700 705 710 715 720 725 730 735 740 745 750 755 10+00 11+00 12+00STA. 10+00.0012" x 12" x 12" TEE(3) 12" G.V.STA. 11+34.0012" G.V.STA. 11+46.00BLDG. CONN.STA. 10+18.002" SAN. X-INGW/ 6" PVC CASING18" MIN. CLEAR (2)STA. 10+86.0012" F/L X-INGW/ 24" PVC CASING18" MIN. CLEAR STA. 11+18.0030" STM. X-INGINV. = 717.4218" MIN. CLEAR PROPOSED GRADE 12" DIP CL 52 W/L (FW) 48" MIN. COVER STA. 10+91.00F.H. ASSEMBLY (8' LT.)STA. 10+19.002" SAN. X-INGW/ 6" PVC CASINGSTA. 11+28.0022.5° VERT. BENDSTA. 11+41.7022.5° VERT. BEND700 705 710 715 720 725 730 735 740 745 700 705 710 715 720 725 730 735 740 745 10+00 11+00STA. 10+00.0012" x 12" x 8" TEE(2) 12" G.V.(1) 8" G.V.STA. 10+63.00CAP & FLUSHING ASSEMBLY8" DIP CL 52 W/L (FW) PROPOSED GRADE 48" MIN. COVER STA. 10+05.0022.5° VERT. BENDSTA. 10+09.6622.5° VERT. BEND10+00 10+63 FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM710724724714716714CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYWATERLINE PLAN & PROFILEJOB NO.: 17-16 C-30C-30.DWGDDDDDDDESCRIPTION09-24-2022MATCHLINE -- STA. 22+50.00 (SEE SHEET C-29)AS SHOWN12" WATERLINE FROM STA. 22+50 TO PHASE I BUILDING (FW) FREDERICK COUNTY SP #26-21 11-15-2024 STONEWALL 4FREDERICK COUNTY, VA12" WATERLINE FROM STA. 10+00.00 TO PHASE II BUILDING (FW) STA. 10+00.00 12" x 12" x 12" TEE (3) 12" G.V.MATCHLINE -- SEE SHEET C-29WWWWWWWWWWFPFPFPFPFPF P FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FPFPFPFPFPFPFP FPFPFPFPFP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FPFPFPFPW W W W W W FP FP W WFPFPFPFPW W W W W W W W W W W W W W W W W W W W W W W W W W(1) 12" G.V. 45° BEND 45° BEND (1) 12" G.V. (END OF FW LINE) 20' FW EASEMENT PHASE II BUILDING PHASE I BUILDING STA. 29+49.20 BLDG. CONNECTION (1) 12" G.V. (END OF FW LINE) STA. 11+46.00 BLDG. CONNECTION 20' FW EASEMENT12" DIP CL52 W/L (FW) 12" DIP CL52 W/L (FW)1REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDD8" WATERLINE SERVICE STUB TO SOUTH ADJOINER (FW)WWWWWWWWWWWWWWWWWWFP FPFPFP FPFPFPFPFPFPFPFPFPFP FP W W WWWWWWWWWWWWWWWWFPFPFPFPFPFPFPFPFPFPFPSTA. 10+00.00 12" x 12" x 8" TEE (2) 12" G.V. (1) 8" G.V. STA. 10+63.00 CAP & FLUSHING ASSEMBLY 20' FW EASEMENT 8" DIP CL52 W/L (FW)2REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDD4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD 705 710 715 720 725 730 735 740 745 750 705 710 715 720 725 730 735 740 745 750 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+40STA. 10+00.00BLDG. CONN.STA. 10+89.142" SAN. X-ING18" MIN. CLEAR STA. 12+53.8624" STM. X-INGINV. = 717.7318" MIN. CLEAR STA. 21+15.1042" STM. X-INGINV. = 721.2118" MIN. CLEARSTA. 10+65.0012" x 12" x 12" TEESTA. 12+73.2212" x 12" x 12" TEERISER W/ PIV (65' LT.)STA. 12+83.2212" x 12" x 6" TEEF.H. ASSEMBLY (10' LT.)STA. 15+25.3912" x 12" x 12" TEERISER W/ PIV (65' LT.)STA. 15+93.7345° BENDSTA. 16+03.73PIV (IN-LINE)STA. 16+69.6145° BENDSTA. 18+85.9612" x 12" x 6" TEEF.H. ASSEMBLY (5' RT.)STA. 21+00.9645° BENDSTA. 21+80.1545° BENDSTA. 22+46.1512" x 12" x 12" TEERISER W/ PIV (66' LT.)STA. 24+98.3212" x 12" x 12" TEERISER W/ PIV (66' LT.)STA. 25+03.3245° BENDSTA. 25+10.3912" x 6" REDUCERF.H. ASSEMBLY (IN-LINE)STA. 23+02.9015" STM. X-INGINV. = 723.0718" MIN. CLEAR PROPOSED GRADE 48" MIN. COVER 12" C-900 PVC F/L (PRIVATE)10+0011+00 12+00 13+00 14+00 15+00 16+0017+0018+0019+0020+0021+0022+0023+0024+0025+00 25+10XXXXXXFM734732 734730 732 730740760728724730732728734 734 732 732732732 750740730 CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYFIRELINE PLAN & PROFILE - PHASE IJOB NO.: 17-16 C-31C-31.DWGDDDDDDDESCRIPTION09-24-2022AS SHOWN12" FIRELINE (NORTH) FROM PHASE I BUILDING TO HYDRANT @ STA. 25+10.39 -- (PRIVATE) FREDERICK COUNTY SP #26-21 11-15-2024 STONEWALL 4FREDERICK COUNTY, VAFPFPFPFPFPFPFPFPFP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FPFPFPFPFP W W W W W W W W W W W W W W W W W W W W W W W W WWWFPFPFP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FP FP FP FP FP FP FP FP FP FP FP FPFPFPPHASE I BUILDING STA. 10+00.00 BLDG. CONNECTION 12" x 12" x 12" TEE 12" x 12" x 6" TEE F.H. ASSEMBLY (4) BOLLARDS 12" x 12" x 12" TEE PIV W/ (4) BOLLARDS 12" x 12" x 12" TEE PIV W/ (4) BOLLARDS 45° BEND PIV W/ (4) BOLLARDS 45° BEND 12" x 12" x 6" TEE F.H. ASSEMBLY (2) BOLLARDS 45° BEND 45° BEND 12" x 12" x 12" TEE PIV W/ (4) BOLLARDS 12" x 12" x 12" TEE PIV W/ (4) BOLLARDS 12" x 6" REDUCER F.H. ASSEMBLY (2) BOLLARDS 45° BEND 12" C-900 PVC F/L (PRIVATE)1REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDD2REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDD4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD 715 720 725 730 735 740 745 750 755 760 715 720 725 730 735 740 745 750 755 760 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00STA. 10+77.0012" W/L X-ING18" MIN. CLEAR STA. 11+03.6124" STM. X-INGINV. = 718.9718" MIN. CLEAR STA. 24+07.2918" STM. X-INGINV. = 726.6718" MIN. CLEARSTA. 10+65.0012" x 12" x 12" TEESTA. 11+56.7812" x 12" x 12" TEERISER W/ PIV (65' RT.)STA. 13+50.1212" x 12" x 6" TEEF.H. ASSEMBLY (10' RT.)STA. 14+40.7812" x 12" x 12" TEERISER W/ PIV (65' RT.)STA. 15+75.6145° BENDSTA. 16+25.1145° BENDSTA. 16+35.11PIV (IN-LINE)STA. 19+10.1112" x 12" x 6" TEEF.H. ASSEMBLY (5' LT.)STA. 21+16.9745° BENDSTA. 21+36.9745° BENDSTA. 22+92.6612" x 12" x 12" TEERISER W/ PIV (66' RT.)STA. 25+76.6612" x 12" x 12" TEERISER W/ PIV (66' RT.)STA. 25+81.6645° BENDSTA. 25+88.7312" x 6" REDUCERF.H. ASSEMBLY (IN-LINE)PROPOSED GRADE 48" MIN. COVER 12" C-900 PVC F/L (PRIVATE) 20LF - 24" PVC CASING BEGIN @ STA. 10+67.00 END @ STA. 10+87.00 10+6511+0012+0013+0014+0015+00 1 6 + 0 017+0018+0019+0020+0021+0022+00 23+00 24+00 25+00 25+89XXXXXXFM734732 734730 732 730740760728724730732728734 734 732 732732732 750740730 CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYFIRELINE PLAN & PROFILE - PHASE IJOB NO.: 17-16 C-32C-32.DWGDDDDDDDESCRIPTION09-24-2022AS SHOWN12" FIRELINE (SOUTH) FROM TEE @ STA. 10+65.00 TO HYDRANT @ STA. 25+88.73 FOR PHASE I BUILDING -- (PRIVATE) FREDERICK COUNTY SP #26-21 11-15-2024 STONEWALL 4FREDERICK COUNTY, VAFPFPFPFPFPFPFPFPFPFPW W W W W W W W W W W W W W W W W W W W W W W W WWWFP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FP FP FP FP FP FP FP FP FP FP FP FP FP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FPFPFP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP PHASE I BUILDING STA. 10+65.00 12" x 12" x 12" TEE 12" x 12" x 12" TEE PIV W/ (4) BOLLARDS 12" x 12" x 6" TEE F.H. ASSEMBLY (4) BOLLARDS12" x 12" x 12" TEE PIV W/ (4) BOLLARDS 45° BEND 45° BEND PIV W/ (4) BOLLARDS 12" x 12" x 6" TEE F.H. ASSEMBLY (2) BOLLARDS 45° BEND 12" x 12" x 12" TEE PIV W/ (4) BOLLARDS 12" x 12" x 12" TEE PIV W/ (4) BOLLARDS 12" x 6" REDUCER F.H. ASSEMBLY (2) BOLLARDS 45° BEND 12" C-900 PVC F/L (PRIVATE)1REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDD2REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDD4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD 700 705 710 715 720 725 730 735 740 745 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00STA. 10+20.0030" STM. X-INGINV. = 717.4818" MIN. CLEAR STA. 10+94.672" SAN. X-ING18" MIN. CLEAR STA. 12+22.7815" STM. X-INGINV. = 717.4718" MIN. CLEAR STA. 14+02.7815" STM. X-INGINV. = 716.1718" MIN. CLEAR STA. 15+87.1736" STM. X-INGINV. = 714.8118" MIN. CLEAR STA. 23+08.4130" STM. X-INGINV. = 711.9118" MIN. CLEARSTA. 10+00.00BLDG. CONN.STA. 10+60.00 (= 39+25.57)12" x 12" x 12" TEESTA. 11+12.00PIV (IN-LINE)STA. 11+67.0312" x 12" x 12" TEERISER W/ PIV (60' RT.)STA. 14+46.8712" x 12" x 12" TEERISER W/ PIV (60' RT.)STA. 15+41.3145° BENDSTA. 15+61.3145° BENDSTA. 15+79.1712" x 12" x 6" TEEF.H. ASSEMBLY (5' LT.)STA. 20+43.8845° BENDSTA. 20+88.02PIV (IN-LINE)STA. 20+98.0245° BENDSTA. 21+71.8212" x 12" x 12" TEERISER W/ PIV (65' RT.)STA. 22+48.4112" x 12" x 6" TEEF.H. ASSEMBLY (10' RT.)STA. 24+48.8212" x 12" x 12" TEERISER W/ PIV (65' RT.)PROPOSED GRADE STA. 17+65.00AIR RELEASE VALVE48" MIN. COVER 12" C-900 PVC F/L (PRIVATE)STA. 10+72.0012" W/L X-ING18" MIN. CLEAR STA. 10+62.00BEGIN 24" PVC CASINGSTA. 10+92.00END 24" PVC CASING11+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+ 0 0 3 0 + 0 0 31+0032+0033+0034+0035+0036+0037+0038+0039+0039+26XXXXXXXXXXXXXXXXXXXXXXXXXFMFMFMFMFM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMXXXXXX710722732720 716 714 724 720 720724724722724 728 710716724CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYFIRELINE PLAN & PROFILE - PHASE IIJOB NO.: 17-16 C-33C-33.DWGDDDDDDDESCRIPTION09-24-2022MATCHLINE -- SEE SHEET C-34AS SHOWN12" FIRELINE (WEST) FROM PHASE II BUILDING TO STA. 24+75.00 -- (PRIVATE) FREDERICK COUNTY SP #26-21 11-15-2024 STONEWALL 4FREDERICK COUNTY, VAMATCHLINE -- SEE SHEET C-34FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FPFPFPFPFPFPFPFPFP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP F PFPFPFP FP FPFPFPWWPHASE II BUILDING STA. 10+00.00 BLDG. CONNECTION STA. 10+60.00 = STA. 39+25.57 12" x 12" x 12" TEE 12" x 12" x 6" TEE F.H. ASSEMBLY (2) BOLLARDS PIV W/ (4) BOLLARDS12" x 12" x 12" TEE PIV W/ (4) BOLLARDS 12" x 12" x 12" TEE PIV W/ (4) BOLLARDS45° BEND12" x 12" x 6" TEE F.H. ASSEMBLY (2) BOLLARDS AIR RELEASE VAULT PIV W/ (4) BOLLARDS 45° BEND 45° BEND 12" x 12" x 12" TEE PIV W/ (4) BOLLARDS 12" x 12" x 6" TEE F.H. ASSEMBLY (4) BOLLARDS 12" x 12" x 12" TEE PIV W/ (4) BOLLARDS 12" C-900 PVC F/L (PRIVATE)1REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDD2REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDD4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD 700 705 710 715 720 725 730 735 740 745 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 39+75STA. 38+12.3615" STM. X-INGINV. = 718.3518" MIN. CLEARSTA. 27+36.8212" x 12" x 12" TEERISER W/ PIV (65' RT.)STA. 27+94.6612" x 12" x 6" TEEF.H. ASSEMBLY (10' RT.)STA. 28+72.96PIV (IN-LINE)STA. 28+82.9622.5° BENDSTA. 29+10.4012" x 12" x 12" TEERISER W/ PIV (56.02' RT.)STA. 29+80.8822.5° BENDSTA. 30+18.0945° BENDSTA. 33+11.1312" x 12" x 6" TEEF.H. ASSEMBLY (45' LT.)STA. 34+75.1645° BENDSTA. 34+95.1645° BENDSTA. 35+73.3612" x 12" x 12" TEERISER W/ PIV (65.90' RT.)STA. 37+33.3512" x 12" x 12" TEERISER W/ PIV (60' RT.)STA. 38+38.3612" x 12" x 6" TEEF.H. ASSEMBLY (5' RT.)STA. 39+15.57PIV (IN-LINE)STA. 39+25.57 (= 10+60.00)12" x 12" x 12" TEEPROPOSED GRADE 48" MIN. COVER 12" C-900 PVC F/L (PRIVATE)11+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+ 0 0 3 0 + 0 0 31+0032+0033+0034+0035+0036+0037+0038+0039+0039+26XXXXXXXXXXXXXXXXXXXXXXXXXFMFMFMFMFM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMXXXXXX710722732720 716 714 724 720 720724724722724 728 710716724CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYFIRELINE PLAN & PROFILE - PHASE IIJOB NO.: 17-16 C-34C-34.DWGDDDDDDDESCRIPTION09-24-2022MATCHLINE -- SEE SHEET C-33AS SHOWN12" FIRELINE (EAST) FROM STA. 24+75.00 TO STA. 39+25.57 FOR PHASE II BUILDING -- (PRIVATE) FREDERICK COUNTY SP #26-21 11-15-2024 STONEWALL 4FREDERICK COUNTY, VAMATCHLINE -- SEE SHEET C-33FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FPFPFPFPFPFPFPFPFP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FPFPFPFPFP FPFPFPWWWPHASE II BUILDING 12" x 12" x 12" TEE PIV W/ (4) BOLLARDS 12" x 12" x 6" TEE F.H. ASSEMBLY (2) BOLLARDS PIV W/ (4) BOLLARDS 45° BEND 22.5° BEND 12" x 12" x 12" TEE PIV W/ (4) BOLLARDS 22.5° BEND 12" x 12" x 6" TEE F.H. ASSEMBLY (2) BOLLARDS 45° BEND 12" x 12" x 12" TEE PIV W/ (4) BOLLARDS 45° BEND 12" x 12" x 12" TEE PIV W/ (4) BOLLARDS 12" x 12" x 6" TEE F.H. ASSEMBLY (2) BOLLARDS PIV W/ (4) BOLLARDS STA. 39+25.57 = STA. 10+60.00 12" x 12" x 12" TEE 1REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDD2REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDD4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD 685 690 695 700 705 710 715 720 725 730 735 740 745 750 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00STA. 12+03.30EX. SAN. M/HTOP = 704.46EX. INV. IN = 698.21 (12")EX. INV. OUT = 698.11 (12")CORE (3) INV. 1' ABOVEMANHOLE BASE OR OTHERCONNECTION CONFIGURATIONPER FW INSPECTORREQUIREMENTS & COATMANHOLE W/ RAVEN LININGSTA. 25+50.15(PH. II LINE SPLITS AWAY)STA. 25+37.4912" W/L X-INGSTA. 12+13.30(3) 2" BALL VALVESSTA. 18+50.00FLUSHING ASSEMBLY (PH. II)STA. 19+00.00FLUSHING ASSEMBLY (PH. I)PROPOSED GRADE 48" MIN. COVER 18" MIN. CLEARSTA. 23+00.00AIR RELEASE VAULT (PH. I & II)(3) 2" CTS POLYETHYLENE TUBING (PET) 200 PSI IN SAME TRENCH (PRIVATE)STA. 25+27.49BEGIN 6" PVC CASING FOREACH 2" FORCEMAINSTA. 25+47.49END 6" PVC CASING FOREACH 2" FORCEMAINSTA. 12+30.00BEGIN 12" CASINGSTA. 12+60.00END 12" CASING30LF - 12" STEEL CASING FW PRIVATE (BEYOND EX. FW EASEMENT)STA. 22+28.27(ADJ. LINE SPLITS AWAY)(1) 2" CTS POLYETHYLENE TUBING (PET) 200 PSI (PRIVATE)(2) 2" CTS POLYETHYLENE TUBING (PET) 200 PSI (PRIVATE) 12+03 13+00 14+00 15+00 16+00 17+00 18+00AA FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FPFPFPFPFPFPFPFPFPFPFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM71071871671472071271071271618+0019+0020+0021+00 22+00 23+00 24+00 25+00 26+00 27+00WWWWWWWWWWW WWFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFPFPFPFPFPFPFPWWWFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPWWFMFMFMWWWWWWWWWWWWWWWWWWWWWWW730710732736724720724724714720720716714710CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYSANITARY SEWER PLAN & PROFILEJOB NO.: 17-16 C-35C-35.DWGDDDDDDDESCRIPTION09-24-2022MATCHLINE - - STA . 18+00 .00 (TH IS SHEET )AS SHOWNSTA. 10+00.00 EX. M/H CONN. (CORE (3) INVERTS 1' ABOVE MH BASE OR OTHER CONNECTION CONFIGURATION PER FW INSPECTOR REQUIREMENTS AND COAT W/ RAVEN LINING) 2" SANITARY FORCE MAIN FROM EX. M/H CONNECTION @ STA. 10+00 TO STA. 25+50 (PRIVATE) FREDERICK COUNTY SP #26-21 11-15-2024 STONEWALL 4FREDERICK COUNTY, VA(3) 2" CTS POLYETHYLENE TUBING (PET) 200 PSI IN SAME TRENCH (PRIVATE) STA. 25+50.15 2ND LINE SPLITS TO SERVE PH. I BUILDING STA. 18+50.00 FLUSHING ASSEMBLY (PH. II LINE) STA. 19+00.00 FLUSHING ASSEMBLY (PH. I LINE) STA. 23+00.00 AIR RELEASE VAULT (PH. I & II) 30 LF - 12" STEEL CASING @ REDBUD RUN CROSSING (ALL PIPES IN SINGLE CASING)MATCHLINE -- SEE SHEET C-361REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDDMATCHLINE -- STA. 27+50.00 (SEE SHEET C-36)STA. 22+28.27 ADJOINER LINE SPLITS TO SERVE SOUTH ADJOINER MATCHLINE -- STA. 18+00.00 (THIS SHEET)2REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDDNOTE: IN ADDITION TO THE RECEIVING MANHOLE, THE THREE EXISTING SANITARY MANHOLES LOCATED DOWNSTREAM FROM THE NEW SANITARY CONNECTION SHALL ALSO BE COATED WITH RAVEN LINING TO THE APPROVAL OF THE FREDERICK WATER INSPECTOR.4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD 685 690 695 700 705 710 715 720 725 730 735 740 745 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 685 690 695 700 705 710 715 720 725 730 735 740 745 685 690 695 700 705 710 715 720 725 730 735 740 745 26+00 27+00STA. 31+79.3536" STM. X-INGINV. = 714.5118" MIN. CLEAR STA. 37+05.5242" STM. X-INGINV. = 711.5318" MIN. CLEAR STA. 38+22.5212" F/L X-ING18" MIN. CLEARSTA. 38+37.52PUMP STATIONTOP = 731.00 (CONC. = 730.50)INV. IN = 720.25 (4")INV. OUT = 721.05 (1.5")BOTTOM = 717.75STA. 38+82.52C.O.TOP = 730.95INV. = 721.15STA. 38+87.52BLDG. CONN.INV. = 721.25STA. 25+50.15SPLIT OFF FROM PH. I LINESTA. 26+69.86PUMP STATIONTOP = 726.00 (GROUND = 725.50)INV. IN = 715.25 (4")INV. OUT = 716.05 (1.5")BOTTOM = 712.75STA. 26+82.86BLDG. CONN.INV. = 715.50STA. 26+22.8612" F/L X-ING18" MIN. CLEAR STA. 26+62.8630" STM. X-INGINV. = 717.3118" MIN. CLEARSTA. 31+50.00AIR RELEASE VAULT M/H (PH. I)TOP = 725.00BOTTOM = 720.00STA. 29+00.00FLUSHING ASSEMBLY (PH. I)PROPOSED GRADE PROPOSED GRADE 48" MIN. COVER 48" MIN. COVER 2" CTS POLYETHYLENE TUBING (PET) 200 PSI (PRIVATE) (1) 2" CTS POLYETHYLENE TUBING (PET) 200 PSI (PRIVATE) 13LF - 4" PVC SDR 35/26 SAN. SEW. @ 2.00% (PRIVATE) 50LF - 4" PVC SDR 35/26 SAN. SEW. @ 2.00% (PRIVATE) 685 690 695 700 705 710 715 720 725 730 735 740 745 685 690 695 700 705 710 715 720 725 730 735 740 745 23+00 23+25STA. 22+28.27SPLIT OFF FROM PH. I LINESTA. 23+11.12CAP & FLUSHING ASSEMBLYSTA. 22+48.1212" W/L X-ING18" MIN. CLEAR PROPOSED GRADE 2" CTS POLYETHYLENE TUBING (PET) 200 PSI (PRIVATE)STA. 22+38.12BEGIN 6" PVC CASINGSTA. 22+38.12BEGIN 6" PVC CASING48" MIN. COVER 20LF - 6" PVC CASING 28+00 29+00 30+00 FMFMFMFMFMFMFMFMFMFMFMFMFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPWWWWWWWWWWWWW74073873273230+0031+00 32+00 33+00 34+00 35+00 36+00 37+0038+0038+88XXXXXXXXXXXXXXXXXXXXXXXXXXXXXFMFMFMFMFMFPFPFPFPFPFPWWFP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP W W W W W W W W W W W W W W W W W W W W W W W W F P FPWFPFPFPFPFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFMFMFMFMFMFMXXXXXFPFP FP FP FP FP FP FP FP FPFPFPFPFP FP FP FP FP FP FP FP FP FP FPWWWWWWW WWW722 732728 726724 722 7247 2 0728730 25+5026+00 26+83 W W FM FM FM FMFMFMFMFMFMFMFM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMW W W FP FP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FP FPWWWWWWWWWWWWWWWW73073273672472072022+2823+0023+11 10+00 10+63WWWWWWW FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMWWFMFMFMWWWWWWWWW724724714720720714CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYSANITARY SEWER PLAN & PROFILEJOB NO.: 17-16 C-36C-36.DWGDDDDDDDESCRIPTION09-24-2022MATCHLINE -- STA. 30+00.00 (THIS SHEET)AS SHOWNFREDERICK COUNTY SP #26-21 11-15-2024 STONEWALL 4FREDERICK COUNTY, VA2" SANITARY FORCEMAIN FROM STA. 25+50.15 TO PHASE II BUILDING (STA. 26+82.86) -- (PRIVATE)MATCHLINE -- STA. 30+00.00 (THIS SHEET)2" SANITARY FORCE MAIN FROM STA. 27+50 TO PH. I BUILDING (STA. 38+87.52) -- (PRIVATE) (1) 2" CTS POLYETHYLENE TUBING (PET) 200 PSI (PRIVATE) STA. 29+00.00 FLUSHING ASSEMBLY (1) 2" CTS POLYETHYLENE TUBING (PET) 200 PSI (PRIVATE) 2" CTS POLYETHYLENE TUBING (PET) 200 PSI (PRIVATE) STA. 31+50.00 AIR RELEASE VAULT STA. 38+37.52 PUMP STATION E/ONE DH272-160 (PRIVATE) STA. 38+82.52 C.O. 50LF - 4" PVC SDR 35/26 SAN. SEW. @ 2.00% (PRIVATE) 13LF - 4" PVC SDR 35/26 SAN. SEW. @ 2.00% (PRIVATE) STA. 26+82.86 BLDG. CONN. STA. 26+69.86 PUMP STATION E/ONE DH272-160 (PRIVATE) STA. 25+50.15 PH. II LINE SPLITS FROM PH. I LINE MATCHLINE -- SEE SHEET C-351REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDD2" SANITARY FORCEMAIN FROM STA. 22+28.27 TO STUB FOR ADJOINER (STA. 23+11.12) -- (PRIVATE)MATCHLINE -- STA. 27+50.00 (SEE SHEET C-35)STA. 38+87.52 BLDG. CONN. STA. 22+28.27 ADJ. LINE SPLITS FROM PH. I LINE STA. 23+11.12 CAP & FLUSHING ASSEMBLY 20LF - 6" PVC CASING ACROSS FW ESM'T 2REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDD4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYWATERLINE DETAILSJOB NO.: 17-16 C-37C-37.DWGDDDN/ADDDDESCRIPTION11-15-2024 FREDERICK COUNTY SP #26-21STONEWALL 4FREDERICK COUNTY, VA09-24-20212REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD1REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDD10-22-2024 3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDD4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYSANITARY SEWER DETAILSJOB NO.: 17-16 C-38C-38.DWGDDDN/ADDDDESCRIPTION11-15-2024 FREDERICK COUNTY SP #26-21STONEWALL 4FREDERICK COUNTY, VA09-24-20212REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD1REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDD3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDD4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYLIGHTING DETAILSJOB NO.: 17-16 C-39C-39.DWGDDDN/ADDDDESCRIPTION11-15-2024 FREDERICK COUNTY SP #26-21STONEWALL 4FREDERICK COUNTY, VA09-24-20212REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD1REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDD3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDD4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYE&SC NOTESJOB NO.: 17-16 C-40C-40.DWGDDDN/ADDDDESCRIPTION11-15-2024 FREDERICK COUNTY SP #26-21STONEWALL 4FREDERICK COUNTY, VA09-24-20212REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD1REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDD3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDD4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD EROSION CONTROL NOTES: DUST CONTROL MEASURES SEEDING SPECIFICATIONS TEMPORARY CONTROL MEASURES: TEMPORARY SOIL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE IN ORDER TO PREVENT ACCELERATED EROSION AND TRANSPORTATION OF SEDIMENT DURING SITE DISTURBANCE. SILT FENCE WILL BE USED TO LIMIT SEDIMENTATION FROM SMALL UPHILL AREAS. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 7 DAYS, AND NOT SUBJECT TO CONSTRUCTION TRAFFIC WILL IMMEDIATELY RECEIVE TEMPORARY SEEDING AND MULCH. IF THE SEASON PREVENTS ESTABLISHMENT OF TEMPORARY COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL AT A RATE OF 2.0 TONS PER ACRE. ALL CRITICAL AREAS (I.E. STEEP SLOPES AND ROADWAY EMBANKMENTS) WILL RECEIVE A TEMPORARY SEEDING IMMEDIATELY FOLLOWING THE ESTABLISHMENT OF FINAL GRADE IN COMBINATION WITH STRAW OR MULCH, OR A SUITABLE EQUIVALENT AT A RATE OF 2.0 TONS PER ACRE. THE DESIGN OF THE PROJECT INTENDS TO DISTURB AS LITTLE OF THE SITE AS POSSIBLE. SEED: FALL - RYE, TWO ½ BUSHELS PER ACRE [SEPTEMBER 1 - NOVEMBER 15] SPRING - OATS, TWO ½ BUSHELS PER ACRE [MARCH 1 - MAY 15] MULCH: 2.0 TONS PER ACRE MULCH BINDER: EMULSIFIED ASPHALT SS-1 AT THE RATE OF 150 GALLONS PER ACRE FERTILIZER: 3 TON DOLOMITIC LIMESTONE/ACRE; 600 LBS.; 10-10-10/ACRE PERMANENT CONTROL MEASURES: PERMANENT CONTROL MEASURES WILL BE INSTALLED IN THEIR PROPER SEQUENCE THROUGHOUT THE CONSTRUCTION PERIOD. THESE MEASURES WILL PREVENT EROSION ONCE CONSTRUCTION ACTIVITY IS COMPLETE. PERMANENT CONTROL MEASURES FOR THIS PROJECT INCLUDE THE ESTABLISHMENT OF PERMANENT COVER AND INSTALLATION OF RIP-RAP APRONS AT STORM PIPE OUTLETS. ALL AREAS SHALL BE PERMANENTLY SEEDED AND MULCHED WITHIN ONE WEEK OF REACHING FINAL GRADE, OTHERWISE TEMPORARY REQUIREMENTS SHALL BE MET. ADDITIONALLY, ALL AREAS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS IF THE AREA IS TO REMAIN UNWORKED FOR A PERIOD OF 21 DAYS OR MORE. DURING THE FIRST GROWING SEASON AFTER REACHING FINAL GRADE, A PERMANENT SEED MIXTURE WILL BE ADDED. ANY SOIL THAT WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER, SHALL BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY ADJUST THE SOIL CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. IF THE REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS, NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE EMPLOYED. ALL ROADWAY SLOPES AND DISTURBED AREAS ARE TO BE SEEDED AND MULCHED. GROUND IS TO BE DISCED TO A DEPTH OF SIX (6) INCHES AND SEEDED AS SOON AS POSSIBLE AFTER GROUND HAS BEEN DISTURBED. 10-20-10 FERTILIZER IS TO BE APPLIED AT THE RATE OF 1000 LBS PER ACRE AND LIME AT THREE TONS PER ACRE PRIOR TO DISCING. MULCHING IS TO BE 2.0 TONS OF STRAW WITH 100 GALLONS OF TAR MIXED PER ACRE. ALL WORK SHALL BE DONE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE STANDARDS. PERMANENT SEEDING (MARCH 1 -SEPT. 1 ) WILL BE APPLIED AS FOLLOWS: SEED: 150 LBS/ACRE KENTUCKY 31 - 90% RED TOP GRASS - 5% WHITE CLOVER - 5% FERTILIZER: 2 TONS DOLOMITIC LIMESTONE/ACRE; 1000 LBS/ACRE OF 10/20/10 MULCH: 2.0 TONS/ACRE OF STRAW SIDE ELEVATION PLAN VIEW SECTION A-A SECTION B-B STONE CONSTRUCTION ENTRANCE TEMPORARY DIVERSION DIKE CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYE&SC NOTES AND DETAILSJOB NO.: 17-16 C-41C-41.DWGDDDN/ADDD1.THE CONTRACTOR SHALL ARRANGE FOR A PRE-CONSTRUCTION CONFERENCE WITH THE FREDERICK COUNTY EROSION AND SEDIMENT CONTROL DIRECTOR 48 HOURS PRIOR TO BEGINNING WORK. 2.ALL EROSION CONTROL DEVICES AS SHOWN OR AS REQUIRED ARE TO BE CONSTRUCTED TO STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION) AND ARE TO BE IN PLACE PRIOR TO ALL CONSTRUCTION. 3.THIS PLAN IS NOT COMPLETE WITHOUT THE APPROVED NARRATIVE. 4.EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. 5.ALL DISTURBED AREAS NOT PAVED OR BUILT UPON ARE TO BE FERTILIZED, SEEDED, AND MULCHED BY THE CONTRACTOR IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION). 6.ALL DRAIN INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE METHOD OF CLEANING. 7.GRADE AREAS ADJACENT TO BUILDING TO ACHIEVE DRAINAGE AWAY FROM THE STRUCTURE AND TO PREVENT PONDING IN SWALES. 8.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 (UNDISTURBED) FOR LONGER THAN 21 DAYS. 9.DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. 10.VEGETATIVE STABILIZATION SHALL BE UNIFORM AND MATURE ENOUGH TO SURVIVE AND ADEQUATE TO INHIBIT EROSION. 11.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. 12.STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 13.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 BACK FILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E.RESTABILIZATION SHALL BE ACCOMPANIED IN ACCORDANCE WITH THESE REGULATIONS. F.APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 14.WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED 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 PUBLIC ROAD SURFACE, THE ROAD 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. 15.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 16.ALL DISTURBED AREAS NOT PAVED OR BUILT UPON SHALL BE TOP SEEDED, MULCHED AND FERTILIZED. PERFORM PERMANENT TOP SOILING, SEEDING, LANDSCAPING, FERTILIZING, AND MULCHING AS SOON AFTER FINISH GRADING AS POSSIBLE. SEEDING SHALL COMPLY WITH THE FOLLOWING: A.TOPSOIL - 4 INCH MINIMUM FOR PERMANENT TURF B.FERTILIZER - 450 POUNDS PER ACRES OF 10-20-10 FERTILIZER OR EQUIVALENT POUNDAGE OF DIFFERENT ANALYSIS. WORK INTO SOIL PRIOR TO SEEDING. C.LIME (PERMANENT SEEDING) - AGRICULTURAL LIME SPREAD AT RATE OF 2 TONS/ACRE. WORK INTO SOIL PRIOR TO SEEDING. D.MULCH-CHOPPED STRAW AT RATE OF 2 TON PER ACRE AND TACKED IN PLACE. HYDRO-MULCH AT RATE OF 30 BALES PER ACRE.DESCRIPTION11-15-2024 FREDERICK COUNTY SP #26-21STONEWALL 4FREDERICK COUNTY, VA09-24-20212REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD1REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDD3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDD4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYE&SC DETAILSC-42C-42.DWGDDDN/ADDDDESCRIPTION11-15-2024 ELEV.=726.00 18" HDPE @ 1.00% 60. 0 0 L F BOTTOM OF BASIN = 716.00 5:13:1 8' 12" 6' SQUARE INV.=720.00 RISER TO BE EMBEDDED 6" INTO THE CONCRETE FOOTING 3000 PSI CONC. FOOTING IF NECESSARY, CONTRACTOR TO EXCAVATE UNSUITABLE BASE MATERIAL THAT EXISTS BELOW BASE OF RISER AND REPLACE WITH COMPACTED UNCLASSIFIED FILL OUTLET PROTECTION 30' WIDE EMERG. SPILLWAY ELEV. = 724.00 VDOT SWM-1 (4' SQUARE) CONC. RISER TOP=723.00 TRASH RACK 6.5' x 6.5' ANTI-SEEP COLLAR TOP OF WET STORAGE COMPUTED = 719.00 ACTUAL = 720.00 TOP OF DRY STORAGE ELEV. = 720.80 10" PERFORATED POLYETHYLENE TUBING W/ POLYETHYLENE CAP 720.35 720.51 721.13 723.34-- BARE EARTH, CN = 91 10 YR. 1 YR. 2 YR. 100 YR. 721.6625 YR. 8" DEWATERING ORIFICE INV.=720.00 SEDIMENT CLEANOUT ELEV. = 718.25 WET STORAGE = 1809 CU. FT./AC. DRY STORAGE = 1809 CU. FT./AC) SEDIMENT BASIN #1 NOT TO SCALE BASE = 714.75 NOTE: COMPUTED WET STORAGE = 719.00, BUT SINCE BASIN WILL BE CONVERTED TO A PERMANENT WET POND, THE NORMAL POOL ELEV. OF 720.00 IS USED AS THE WET STORAGE FOR ROUTING CALCULATIONS. ELEV.=718.00 18" HDPE @ 1.00% 60. 0 0 L F BOTTOM OF BASIN = 708.00 5:13:1 8' 12" 6' SQUARE INV.=712.00 RISER TO BE EMBEDDED 6" INTO THE CONCRETE FOOTING 3000 PSI CONC. FOOTING IF NECESSARY, CONTRACTOR TO EXCAVATE UNSUITABLE BASE MATERIAL THAT EXISTS BELOW BASE OF RISER AND REPLACE WITH COMPACTED UNCLASSIFIED FILL OUTLET PROTECTION 20' WIDE EMERG. SPILLWAY ELEV. = 716.25 VDOT SWM-1 (4' SQUARE) CONC. RISER TOP=715.25 TRASH RACK 6.5' x 6.5' ANTI-SEEP COLLAR TOP OF WET STORAGE COMPUTED = 709.50 ACTUAL = 712.00 TOP OF DRY STORAGE ELEV. = 712.50 10" PERFORATED POLYETHYLENE TUBING W/ POLYETHYLENE CAP 712.33 712.47 713.01 715.44-- BARE EARTH, CN = 91 10 YR. 1 YR. 2 YR. 100 YR. 713.4825 YR. 8" DEWATERING ORIFICE INV.=712.00 SEDIMENT CLEANOUT ELEV. = 708.75 WET STORAGE = 1809 CU. FT./AC. DRY STORAGE = 1809 CU. FT./AC) SEDIMENT BASIN #2 NOT TO SCALE BASE = 706.75 NOTE: COMPUTED WET STORAGE = 709.50, BUT SINCE BASIN WILL BE CONVERTED TO A PERMANENT WET POND, THE NORMAL POOL ELEV. OF 712.00 IS USED AS THE WET STORAGE FOR ROUTING CALCULATIONS. ELEV.=712.50 15" HDPE @ 0.50% 40. 0 0 L F BOTTOM OF BASIN = 707.80 2:12:1 8' 12" 6' SQUARE INV.=707.80 RISER TO BE EMBEDDED 6" INTO THE CONCRETE FOOTING 3000 PSI CONC. FOOTING IF NECESSARY, CONTRACTOR TO EXCAVATE UNSUITABLE BASE MATERIAL THAT EXISTS BELOW BASE OF RISER AND REPLACE WITH COMPACTED UNCLASSIFIED FILL OUTLET PROTECTION 20' WIDE EMERG. SPILLWAY ELEV. = 711.25 4' DIA. HDPE RISER TOP=710.25 TRASH RACK 6.5' x 6.5' ANTI-SEEP COLLAR TOP OF WET STORAGE ELEV. = 708.70 TOP OF DRY STORAGE ELEV. = 709.20 8" PERFORATED POLYETHYLENE TUBING (PERFORATED ABOVE 688.20) W/ POLYETHYLENE CAP 708.56 708.84 709.36 710.55-- BARE EARTH, CN = 91 10 YR. 1 YR. 2 YR. 100 YR. 709.8425 YR. 6" DEWATERING ORIFICE INV.=708.70SEDIMENT CLEANOUT ELEV. = 708.30 WET STORAGE = 1809 CU. FT./AC. DRY STORAGE = 1809 CU. FT./AC) SEDIMENT BASIN #3 NOT TO SCALE JOB NO.: 17-16 FREDERICK COUNTY SP #26-21STONEWALL 4FREDERICK COUNTY, VA09-24-20212REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD1REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDD3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDD4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD 734 730716 716 728 724 720 720720724 7 2 0 7 2 6 7 2 6 726 726 722 718 720 732 732 720 FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP F P FPFPFP708 714 7 1 0 7 1 4 710726708 712 712 712 718 7 1 4 71 8 71 8 71 2 71 4 71 0 7207207207 1 8 7 1 8XXXX XXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X XXXCADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYSTORMWATER MANAGEMENTNOTES AND DETAILSJOB NO.: 17-16 C-43C-43.DWGDDDN/ADDDSTORMWATER MANAGEMENT BASIN NOTES: 1. ALL STORMWATER MANAGEMENT POND CONSTRUCTION SHALL BE IN STRICT COMPLIANCE WITH ALL APPLICABLE FREDERICK COUNTY AND THE U.S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE STANDARDS AND SPECIFICATIONS 2. MATERIAL. SITE AND STORMWATER MANAGEMENT BASIN FILL MATERIAL SHALL BE TAKEN FROM APPROVED DESIGNATED BORROW AREAS. IT SHALL BE FREE OF ROOTS, STUMPS, WOOD, RUBBISH, STONES WITH DIAMETERS GREATER THAN 6 INCHES, AND FROZEN OR OTHER OBJECTIONABLE MATERIALS. 3. COMPACTION. BACKFILL SHALL BE SPREAD IN HORIZONTAL LIFTS WHICH DO NOT EXCEED 4 INCHES AND COMPACTED. THE MOVEMENT OF THE HAULING AND SPREADING EQUIPMENT OVER THE FILL SHALL BE CONTROLLED SO THAT THE ENTIRE SURFACE OF EACH LIFT SHALL BE TRAVERSED BY NOT LESS THAN ONE TREAD TRACK OF HEAVY EQUIPMENT OR COMPACTION SHALL BE ACHIEVED BY A MINIMUM OF 4 COMPLETE PASSES OF A SHEEPSFOOT, RUBBER-TIRED OR VIBRATORY ROLLER. FILL MATERIAL SHALL CONTAIN SUFFICIENT MOISTURE SUCH THAT THE REQUIRED DEGREE OF COMPACTION WILL BE OBTAINED WITH THE EQUIPMENT USED. THE FILL MATERIAL SHALL CONTAIN SUFFICIENT MOISTURE SO THAT IF FORMED INTO A BALL IT WILL NOT CRUMBLE, YET NOT SO WET THAT WATER CAN BE SQUEEZED OUT. THE MINIMUM REQUIRED DENSITY OF THE COMPACTED BACKFILL SHALL NOT BE LESS THAN 95% OF MAXIMUM DRY DENSITY WITH A MOISTURE CONTENT WITHIN 2% OF THE OPTIMUM. EACH LAYER OF FILL SHALL BE COMPACTED AS NECESSARY TO OBTAIN THAT DENSITY, AND IS TO BE CERTIFIED BY THE ENGINEER AT THE TIME OF CONSTRUCTION. 4. VEGETATION . NO TREES OR SHRUBS SHALL BE PLANTED ON ANY EMBANKMENT OF THE STORMWATER MANAGEMENT BASINS. SWM MAINTENANCE SCHEDULE 1. POST CONSTRUCTION STORM-WATER MANAGEMENT: THE FOLLOWING CONTROL MEASURES SHALL BE IMPLEMENTED TO REDUCE POLLUTANTS IN STORM-WATER DISCHARGE AFTER THE HEAVY SITE CIVIL CONSTRUCTION PHASES HAVE BEEN COMPLETED AT THE SITE. A. ROUTINE INSPECTION OF DRAINAGE WAYS BEFORE AND AFTER STORM SEASONS, INCLUDING CLEANING AND REMOVAL OF SEDIMENT AND DEBRIS. B. IMPLEMENTATION OF EROSION CONTROL MEASURES AS NEEDED IN THE LONG-TERM TO MITIGATE THE EFFECTS OF EROSION ON OPEN SLOPES ADJACENT TO AND WITHIN THE DEVELOPMENT. C. PERMANENT RE-VEGETATION OF THE FILL SLOPES USING PROVEN TECHNIQUES UPON COMPLETION. D. REGULAR STREET AND PARKING LOT SWEEPING TO COLLECT SEDIMENT AFTER/BEFORE RUNOFF EVENTS AND TO PREVENT DUST POLLUTION. 2. MAINTENANCE AND INSPECTION: THE STORM-WATER POLLUTION PREVENTION PLAN SHALL INCLUDE MAINTENANCE, REPAIR, AND TRACKING PROCEDURES TO ENSURE THAT ALL GRADED SURFACES AND MITIGATION MEASURES, AND OTHER PROTECTIVE DEVICES, IN SITE PLAN, ARE MAINTAINED IN A GOOD AND EFFECTIVE CONDITION, AND ARE REPAIRED OR RESTORED IF DAMAGED. 3. GENERAL PROCEDURE: ALL MITIGATION MEASURES SHALL BE INSPECTED AFTER EACH AND EVERY MAJOR STORM EVENT. A STORM EVENT IS DEFINED AS A RAINFALL EVENT WHERE MORE THAN 1/2" OF RAINFALL OCCURS DURING A 24 HOUR PERIOD. REPAIRS SHALL BE MADE TO ALL MITIGATION DEVICES UPON DISCOVERY OF DAMAGE. ADDITIONALLY, MONTHLY INSPECTION SHALL OCCUR UNTIL THE NOTICE OF TERMINATION (NOT) IS FILED. 4. RECORD KEEPING DOCUMENTATION: RECORDS OF ALL INSPECTION, COMPLIANCE CERTIFICATION, AND NON-COMPLIANCE REPORTING WILL BE RETAINED FOR A PERIOD OF AT LEAST 3 YEAR. A COPY OF THIS STORM-WATER POLLUTION PREVENTION PLAN WILL BE KEPT ONSITE DURING ALL CONSTRUCTION ACTIVITIES. 5: 1 15.0% SWMB #1 & #2 AQUATIC BENCH NOT TO SCALE 10' 5' (ZONE 2)5' (ZONE 1) 5: 1 SWMB #1 LANDSCAPING CALCULATIONS AQUATIC BENCH ZONE 1 = 740 LF W/ POND WEED (HAND SEWN SEEDLINGS) ZONE 2 = 740 LF W/ SWITCHGRASS @ 5' SPACING = 148 PLANTS CONSTRUCTED WETLANDS SOFTSTEM BULRUSH - 26 PLANTS @ 5' SPACING BROOMSEDGE - 26 PLANTS @ 5' SPACING NOTE: 1. ONLY THE AREA WITHIN THE LIMITS OF THE NORMAL POOL III IS TO BE LINED. AREAS OUTSIDE OF THE PERMANENT WET POND, BUT WITHIN THE STORMWATER MANAGEMENT BASIN, SHALL BE CAPPED WITH 6" OF TOPSOIL IF EXISTING TOPSOIL IS REMOVED DURING GRADING OPERATIONS. SWM BASIN CLAY LINER DETAIL DESCRIPTION11-15-2024 SWMB #1 (WET POND II W/ EXT. DETENTION) SWMB #1 PLAN SCALE: 1" = 50' 10' WIDE AQUATIC BENCH W/ WETLAND PLANTINGS (7410 SQ. FT.) SWMB #2 PLAN SCALE: 1" = 50' FREDERICK COUNTY SP #26-21STONEWALL 4FREDERICK COUNTY, VAELEV.=726.00 18" HDPE @ 1.00% 60. 0 0 L F BOTTOM OF BASIN = 716.00 5:1SWMB #1 PRINCIPAL SPILLWAY NOT TO SCALE 3:1 8' NORMAL POOL = 720.00 12" 8' SQUARE CONVERSION OF SEDIMENT BASIN TO PERMANENT STORM WATER MANAGEMENT BASIN NOTES THE FOLLOWING ITEMS NEED TO BE ADDRESSED TO COMPLETE THE CONVERSION: 1.REMOVE PERFORATED POLYETHYLENE TUBING. 2.REMOVE SEDIMENT FROM BASIN. 3.BOLT STEEL PLATE OVER EX. ORIFICE AND SEAL WITH NON-SHRINK GROUT. 4.CORE NEW ORIFICE AT ELEV. SHOWN AND AFFIX DEBRIS RACK PER VDOT SWM-1. 721.56 722.02 723.24 724.83 10 YR. 1 YR. 2 YR. 100 YR. 724.0125 YR. 724.97 (100% THRU EMERG. SPILLWAY)100 YR. INV.=720.003" ORIFICE W/ TRASH RACK INV.=720.00 RISER TO BE EMBEDDED MIN. 4" INTO THE CONCRETE FOOTING 3000 PSI CONC. FOOTING IF NECESSARY, CONTRACTOR TO EXCAVATE UNSUITABLE BASE MATERIAL THAT EXISTS BELOW BASE OF RISER AND REPLACE WITH COMPACTED UNCLASSIFIED FILL OUTLET PROTECTION 30' WIDE EMERG. SPILLWAY ELEV. = 724.00 VDOT SWM-1 (4' SQUARE) CONC. RISER TOP=723.00 TRASH RACK 6.5' x 6.5' ANTI-SEEP COLLAR INV.=716.00 4" GATE VALVE W/ STEM (CLOSED) HAND WHEEL W/ STEM GUIDES (TYP.) 20LF - 4" DIP POND DRAIN @ 1.00% W/ TRASH RACK INV.=715.80 BASE = 714.75 INV. = 719.40 30' EMERGENCY SPILLWAY W/ ECC-2 EROSION CONTROL MATTING ELEV. = 724.00 PRINCIPAL SPILLWAY TOP = 723.00 INV. = 720.00 (18") 60 LF - 18" HDPE @ 1.00% TOP OF EMBANKMENT = 726.00 (8' WIDE) 12" ORIFICE INV.=721.00 20' EMERGENCY SPILLWAY W/ ECC-2 EROSION CONTROL MATTING ELEV. = 716.25 TOP OF EMBANKMENT = 718.00 (8' WIDE) PRINCIPAL SPILLWAY TOP = 715.25 INV. = 712.00 (18") INV. = 711.40 60 LF - 18" HDPE @ 1.00% SWMB #2 (WET POND II W/ EXT. DETENTION)ELEV.=718.00 18" HDPE @ 1.00% 60. 0 0 L F BOTTOM OF BASIN = 708.00 5:1SWMB #2 PRINCIPAL SPILLWAY NOT TO SCALE 3:1 8' NORMAL POOL = 712.00 12" 8' SQUARE CONVERSION OF SEDIMENT BASIN TO PERMANENT STORM WATER MANAGEMENT BASIN NOTES THE FOLLOWING ITEMS NEED TO BE ADDRESSED TO COMPLETE THE CONVERSION: 1.REMOVE PERFORATED POLYETHYLENE TUBING. 2.REMOVE SEDIMENT FROM BASIN. 3.BOLT STEEL PLATE OVER EX. ORIFICE AND SEAL WITH NON-SHRINK GROUT. 4.CORE NEW ORIFICE AT ELEV. SHOWN AND AFFIX DEBRIS RACK PER VDOT SWM-1. INV.=712.005" ORIFICE W/ TRASH RACK INV.=712.00 RISER TO BE EMBEDDED MIN. 4" INTO THE CONCRETE FOOTING 3000 PSI CONC. FOOTING IF NECESSARY, CONTRACTOR TO EXCAVATE UNSUITABLE BASE MATERIAL THAT EXISTS BELOW BASE OF RISER AND REPLACE WITH COMPACTED UNCLASSIFIED FILL OUTLET PROTECTION 20' WIDE EMERG. SPILLWAY ELEV. = 716.25 VDOT SWM-1 (4' SQUARE) CONC. RISER TOP=715.25 TRASH RACK 6.5' x 6.5' ANTI-SEEP COLLAR INV.=708.00 4" GATE VALVE W/ STEM (CLOSED) HAND WHEEL W/ STEM GUIDES (TYP.) 20LF - 4" DIP POND DRAIN @ 1.00% W/ TRASH RACK INV.=707.80 BASE = 706.75 12" ORIFICE INV.=713.00 TOP = 726.00 (#1) TOP = 718.00 (#2) BOTTOM = 716.00 (#1) BOTTOM = 708.00 (#2) NORMAL POOL = 720.00 (#1) NORMAL POOL = 712.00 (#2) BENCH TOE = 718.50 (#1) BENCH TOE = 710.50 (#2) 713.46 713.77 714.71 716.18 10 YR. 1 YR. 2 YR. 100 YR. 715.3325 YR. 716.60 (100% THRU EMERG. SPILLWAY)100 YR. CONSTRUCTED WETLANDS FOR WET POND II (1280 SQ. FT.) ELEV. = 720.00 SWMB #2 LANDSCAPING CALCULATIONS AQUATIC BENCH ZONE 1 = 1190 LF W/ POND WEED (HAND SEWN SEEDLINGS) ZONE 2 = 1190 LF W/ SWITCHGRASS @ 5' SPACING = 238 PLANTS CONSTRUCTED WETLANDS SOFTSTEM BULRUSH - 40 PLANTS @ 5' SPACING BROOMSEDGE - 40 PLANTS @ 5' SPACING 5:15:110' WIDE AQUATIC BENCH W/ WETLAND PLANTINGS (11,925 SQ. FT.) CONSTRUCTED WETLANDS FOR WET POND II (1990 SQ. FT.) ELEV. = 712.00 10' SPILLWAY ELEV. = 713.00 TOP BERM = 714.00 10' SPILLWAY ELEV. = 721.00 TOP BERM = 722.00 09-24-20212REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD1REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDD3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDD4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD CADD FILE:DATE:REV. #SCALE:DESCRIPTIONDATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYC-44.DWGDDDN/ADDDSCC #1 Q2 = 3.33 CFS Q10 = 4.55 CFS 2-YR VEL. = 1.92 FT/S 10-YR. DEPTH = 0.48' LINING = GRASS GABION BASKET DETAIL WIRE CAGE GABION BASKET NOTES: 1.CLASS A-1 RIP-RAP TO BE USED FOR FILLING AND PLACEMENT ALONG EXTERIOR OF GABION BASKETS. 2.REFER TO PLAN SHEETS FOR HEIGHT REQUIREMENTS. BOTTOM OF BASIN/FOREBAY PLACE ADDITIONAL RIP-RAP NOT TO SCALE GRAVEL DIAPHRAGM DETAIL NOT TO SCALE PAVEMENT & SUBGRADE SECTION CLEAN WASHED GRAVEL 3" DROP NON-WOVEN GEOTEXTILE FABRIC STORMWATER MANAGEMENT DETAILS11-15-2024 JOB NO.: 17-16 C-44 FREDERICK COUNTY SP #26-21STONEWALL 4FREDERICK COUNTY, VASCC #2 Q2 = 3.54 CFS Q10 = 4.84 CFS 2-YR VEL. = 1.98 FT/S 10-YR. DEPTH = 0.50' LINING = ECC-2 SCC TO STR #37 Q2 = 9.23 CFS Q10 = 12.68 CFS 2-YR VEL. = 2.64 FT/S 10-YR. DEPTH = 0.81' LINING = ECC-2 SCC TO STR #54 Q2 = 2.46 CFS Q10 = 3.36 CFS 2-YR VEL. = 2.40 FT/S 10-YR. DEPTH = 0.40' LINING = GRASS 09-24-20212REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD1REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDD3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDD4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYJOB NO.: 17-16 C-45C-45.DWGDDDN/ADDDHANDICAPPED USE SYMBOL 4' 9' HANDICAPPED PARKING STALL STANDARD STOP SIGN HANDICAPPED USE SIGN CONCRETE SIDEWALK DETAIL WHEEL STOP DETAIL PLAN VIEW SECTION B-B SECTION A-A BAB A TURN-DOWN SIDEWALK DETAIL DESCRIPTIONFIRE LANE SIGN DETAILS 11-15-2024 CONSTRUCTION DETAILSFREDERICK COUNTY SP #26-21STONEWALL 4FREDERICK COUNTY, VA09-24-20212REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD1REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDD3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDD4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYJOB NO.: 17-16 C-46C-46.DWGDDDN/ADDDDESCRIPTION11-15-2024 CONSTRUCTION DETAILSFREDERICK COUNTY SP #26-21STONEWALL 4FREDERICK COUNTY, VA09-24-20212REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD1REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDD3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDD4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYJOB NO.: 17-16 C-47C-47.DWGDDDN/ADDDDESCRIPTION11-15-2024 CONSTRUCTION DETAILSFREDERICK COUNTY SP #26-21STONEWALL 4FREDERICK COUNTY, VA09-24-20212REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD1REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDD3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDD4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYJOB NO.: 17-16 C-48C-48.DWGDDDN/ADDDDESCRIPTION11-15-2024 CONSTRUCTION DETAILSFREDERICK COUNTY SP #26-21STONEWALL 4FREDERICK COUNTY, VATransportation Management Plan 1.Temporary Traffic Control Plan a.General Notes 1.This project is classified as a TMP Type “A” project. Traffic on the project is industrial with employee vehicles and commercial trucks associated with warehouse distribution. The traffic volume for the mainline is 2800 ADT with a posted 35 MPH speed limit. 2.The project is located on Lenoir Drive in Frederick County, approximately 0.55 miles south of the intersection with McGhee Road. 3.The work consists of installing one new commercial entrance. The existing road is a two lane section with approximate 11' lanes, with the proposed entrance connection near the terminating culdesac of Lenoir Drive. 4.The work zone will be approximately 250 feet in length for the entrance. 5. The work zone will consist of a shoulder closure on Lenoir Drive following the Virginia Work Area Protection Manual (VWAPM) and the MUTCD. 6.The work zone will be in operation Monday through Friday, during day light hours. 7.The contractor shall provide an intermediate level Work Zone Safety Coordinator to develop the work zone and at least a basic level Work Zone Safety Coordinator to monitor and maintain the work zone. 8.The shoulder closure will follow TTC-5.0 of the VWAPM. Signing project limits will follow TTC-53.0 of 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 to properties at all times. 11.All equipment and material storage shall be located outside of the clear zone. The clear zone for this project is 15' beyond the edge of the existing pavement. 12.Entrances, Intersections, and Pedestrian Access: There are no intersections or pedestrian accesses impacted by the site development. b)Refer to this sheet of the Site Plan Document for typical sections, details, and layout of the lane configurations within the work zone per the Virginia Work Area Protection Manual and the Manual on Uniform Traffic Control Devices. 2.Public Communications Plan a.The Contractor shall notify the VDOT Project Manager/Residency Administrator of scheduled work plans and traffic delays a minimum of seven (7) days prior implementation of the work. VDOT will provide project information to the Staunton District Public Affairs in advance of the start of construction and weekly updates by noon on Thursday for the following weeks work. Changes in the work plans shall be made immediately known to VDOT. b.The Contractor shall notify the VDOT Project Manager/Residency Administrator of any unscheduled traffic delays immediately upon knowing the change to the work schedule.09-24-20212REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023DDD1REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022DDD3REVISIONS PER FREDERICK WATER COMMENTS10-10-2024DDD4REVISIONS PER FREDERICK WATER COMMENTS11-15-2024DDD CADD FILE: DATE: REV. # SCALE: DATE 101 SHELBY CT. WINCHESTER, VA 22602 PHONE: 540.974.5157 FAX: 540.723.4868 EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY: BY SITE PROFFERSJOB NO.: 17-16C-49C-49.DWG DDD NO SCALE DDD DESCRIPTIONFREDERICK COUNTYSP #26-2111-15-2024STONEWALL 4 FREDERICK COUNTY, VA 09-24-2021 2 REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS11-14-2023 DDD 1 REVISIONS PER FREDERICK CO. COMMENTS & MEP COORDINATION02-14-2022 DDD 3 REVISIONS PER FREDERICK WATER COMMENTS10-10-2024 DDD 4 REVISIONS PER FREDERICK WATER COMMENTS11-15-2024 DDD