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02-24 Site PlanN:7093882.4467E:11571095.8779N:7093895.8086E:11571104.3527N:7093824.3190E:11571059.0105N:7093799.7705E:11571097.7153N:7094448.8689E:11571840.1466GG341.6'341.6'353.3'353.3'PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINECHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]XREF: 3410083201-CM-81 [..\1Models\3410083201-CM-81.dwg]XREF: 3410083201-CM-01 [..\1Models\3410083201-CM-01.dwg]XREF: 3410083201-CM-21 [..\1Models\3410083201-CM-21.dwg]XREF: 3410083201-CM-91 [..\1Models\3410083201-CM-91.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-001.dwg Layout Name: C-001 Feb 23, 2024 - 11:50am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.COVER SHEET02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMH03/27/23OR#3 DPP PREVIEWE03/20/23PEER REVIEWDJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-001FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 04020618520300600 GENERAL CIVIL ENGINEERING LEGENDVICINITY MAPCONTACT INFORMATIONDESIGN CRITERIAAPPLICABLE CODESFREDERICK COUNTY, VA.STATE OF VIRGINIA ENVIRONMENTAL AGENCY2010 AMERICANS WITH DISABILITIES ACT (ADA) STANDARDS FOR ACCESSIBLE DESIGN“CHAPTER 4: RAMPS AND CURB RAMPS”“CHAPTER 5: PARKING SPACES”NATIONAL FIRE PROTECTION AGENCY: NFPA 24 "STANDARD FOR INSTALLATION OFPRIVATE SERVICE MAINS "“CHAPTER 10 UNDERGROUND PIPING”TEN STATES STANDARDS FOR WASTEWATER FACILITIES, 2014 EDITIONAMERICAN CONCRETE INSTITUTE (ACI) 330R-08 “GUIDE FOR DESIGN ANDCONSTRUCTION OF CONCRETE PARKING LOTS"STATE OF VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS ANDSPECIFICATIONSGENERAL NOTESSIGNATURE BLOCKCALLOUTSABBREVIATIONSGLOSSARYJURISDICTIONAL AUTHORITIESENGINEER OF RECORD:JOSHUA R. HOUGH, P.E.LICENSE NUMBER 0402061852HASKELL ARCHITECTURE AND ENGINEERING, INC.111 RIVERSIDE AVENUEJACKSONVILLE, FL 32202(904) 791-4744JOSHUA.HOUGH@HASKELL.COMPROJECT CONTACT:M. SCOTT LYONS, E.I.HASKELL ARCHITECTURE AND ENGINEERING, INC.111 RIVERSIDE AVENUEJACKSONVILLE, FL 32202(904) 357-4877SCOTT.LYONS@HASKELL.COMOWNER/DEVELOPER:HP HOOD LLC6 KIMBALL LN STE 400LYNNFIELD, MA 1940 2685SITE ADDRESS:160 HOOD WAYWINCHESTER, VA 22602AD AREA DRAINALTALTERNATEAPPROXAPPROXIMATEARCH ARCHITECTURALATFP ANTI-TERRORISMFORCE PROTECTIONAVG AVERAGEBLDGBUILDINGBWBOTTOM OF WALLBTWBETWEENCBCATCH BASINCFCUBIC FEETCJCONTROL JOINTCL CENTER LINECLRCLEARCO CLEANOUTCOLCOLUMNCONC CONCRETECONNCONNECTION/ CONNECTCONST CONSTRUCTIONCONTCONTINUOUSCTRCENTERCY CUBIC YARDDBLDOUBLEDEG DEGREESDETDETAILSDIADIAMETERDIAG DIAGONALDIM DIMENSIONDSDOWNSPOUTDWG(S)DRAWING(S)EEASTEAEACHEJEXPANSION JOINTELECELECTRICALEL ELEVATIONEQUIPEQUIPMENTEQEQUALEWEACH WAYEXIST, EXEXISTINGFCFACE OF CURBFFFINISHED FLOORFFEFINISHED FLOORELEVATIONFH FIRE HYDRANTFLFLOWLINEFTFOOT. FEETFTGFOOTINGFUTFUTUREGGASGALGALLONGPMGALLONS PER MINUTEHCHANDICAPPEDHORIZHORIZONTALHPHIGH POINT,HORSEPOWERHTHEIGHTHVACHEATING VENTILATINGAIR CONDITIONINGHWHOT WATERININCHINVINVERTJTJOINTLLONG, LENGTHLBSPOUNDSLP LOW POINTLTLIGHTMAXMAXIMUMMFRMANUFACTURINGMH MANHOLEMINMINIMUMMISC MISCELLANEOUSNNORTHNENORTHEASTNICNOT IN CONTRACTNONUMBERNPSNOMINAL PIPE SIZENTSNOT TO SCALENWNORTHWESTOCON CENTERODOUTSIDE DIAMETEROFCIOWNER FURNISHEDCONTRACTOR INSTALLEDOFOIOWNER FURNISHEDOWNER INSTALLEDOH OVERHEADOPPOPPOSITEPL PROPERTY LINEPLMBPLUMBINGPSFPOUNDS PER SQUAREFOOTPSIPOUNDS PER SQUAREINCHPVCPOLYVINYL CHLORIDERRADIUS, RISERRCPREINFORCED CONCRETEPIPERD ROOF DRAINREFREFERENCEREINFREINFORCED,REINFORCINGREQ'DREQUIREDREVREVISIONROWRIGHT OF WAYSSOUTHSESOUTHEASTSECTSECTIONSFSQUARE FEETSHTSHEETSPECSSPECIFICATIONSSSSANITARY SEWERSTDSTANDARDSTRUCTSTRUCTURALSQSQUARESWSOUTHWESTTTRANSFORMERT&BTOP & BOTTOMTC TOP OF CURBTELETELEPHONETEMPTEMPORARYTOCTOP OF CONCRETETWTOP OF WALLTYPTYPICALUTILUTILITYVERTVERTICALWWIDTH, WESTW/ WITHWTWEIGHTWWMWELDED WIRE MESHREMOVE: DEMOLISH AND HAUL OFF-SITE TO APPROVED SOLID WASTE FACILITYINSTALL:PROVIDE ALL MISCELLANEOUS MATERIALS & SERVICES (LABOR &MATERIAL)PROVIDE:FURNISH & INSTALLREMARKS:INFORMATION PERTAINING TO ALL ITEMS ON A SCHEDULENOTES: INFORMATION PERTAINING ONLY TO INDICATED ITEMS ON A PLANSALVAGE: REMOVE AND RETURN TO OWNER FOR REUSEFLOW ARROWSECTIONDRAWINGREFERENCE NUMBERSHEET NUMBERENLARGED PLAN OR DETAILBENCHMARK#KEY NOTESHEET INDEXONE CALL SYSTEMPROPERTY LINERIGHT-OF-WAY LINECENTERLINESECTION,TOWNSHIP,RANGE LINEFENCERETAINING WALLBUILDINGSPOT ELEVATIONSCONTOURSSANITARY SEWERSTORM SEWERDOMESTIC WATERFIRE MAINGAS MAINSANITARY SEWER FORCE MAINUNDERGROUND ELECTRICOVERHEAD ELECTRICUNDERGROUND TELEPHONEOVERHEAD TELEPHONEUNDERDRAINPOST INDICATOR VALVEVALVESECTIONAL CONTROL VALVESPRINKLER RISERWATER METERPHONE/POWER POLEFIRE HYDRANTDOUBLE CHECK VALVE ASSEMBLYRED.PRESSURE BACKFLOW PREVENTERMITERED ENDDRAINAGE STRUCTURE LABELSANITARY SEWER STRUCTURE LABELSOIL BORINGDETAIL REFERENCEFUGFMEOHUTOTUDFPIVPAVEMENT LINE , SIDEWALK LINECURB, CURB AND GUTTERWFUGFMEOHUTOTUDINLET/CATCH BASINFPIVFLUMEFLARED ENDENDWALLSUTILITY POLESINGLE LIGHT STANDARD (LIGHT POLE)VAULTSP.P.TR.P.SST-1ST-1 25 25WVMSTORM SEWER MANHOLESANITARY SEWER MANHOLES-1ST-1 BSCLEAN OUTB-12EPOLE MOUNTED SECURITY CAMERATRANSFORMERDOUBLE LIGHT STANDARD (LIGHT POLE)ELECTRICAL MANHOLEW±25.50 EX25.50EXISTING TREE LINEFEMA FLOODPLAIN BOUNDARYLIMITS OF DISTURBANCESILT FENCESUPER SILT FENCESFSSFLODLODEXISTINGPROPOSEDDESCRIPTIONTR.P.STSSPROJECT AREA(TYP.)HP HOOD WINCHESTER96 OZ. EXPANSIONWINCHESTER, VIRGINIACIVIL ENGINEERING PLANSFORREVISED CIVIL PERMIT ISSUE - MINOR SITE PLAN REVIEWFEBRUARY 23, 20241. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL INSTALL (AND MAINTAIN DURING CONSTRUCTION) ALL SEDIMENT CONTROL MEASURES AS NECESSARY TO RETAIN SEDIMENTS ON THE SITE.2.CONTRACTOR SHALL MAINTAIN RED-LINE DRAWINGS DURING CONSTRUCTION WHICH SHOW "AS-BUILT" CONDITIONS OF ALL WORK INCLUDING PIPING, DRAINAGE STRUCTURES, TOPO OF POND(S), OUTLET STRUCTURES, DIMENSIONS, ELEVATIONS, GRADING, ETC. RED-LINE DRAWINGS SHALL BE PROVIDED TO THE ENGINEER OF RECORD PRIOR TOREQUESTING FINAL INSPECTION.3.ALL CONSTRUCTION SHALL BE EXECUTED AS SHOWN ON THESE PLANS. ANY REVISIONS AND/OR DEVIATIONS MUST BE APPROVED THROUGH THE ENGINEER OF RECORD AND MAY RESULT IN ADDITIONAL PERMITTING EFFORTS THROUGH THE RELATED PERMITTING AGENCY.4.UNLESS OTHERWISE NOTED ON PLANS, OR WITHIN THE PROJECT SPECIFICATIONS, ALL MATERIALS AND CONSTRUCTION ARE TO BE IN ACCORDANCE WITH DESIGN AND CONSTRUCTION STANDARDS OF THE PERMITTING AGENCY HAVING JURISDICTION; THE LOCALLY ADOPTED BUILDING CODE; AND ALL APPLICABLE LOCAL AND STATE CODES ANDORDINANCES.5.PERMITS MAY BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR IS TO ACKNOWLEDGE AND SECURE ALL PERMITS AND INSPECTIONS REQUIRED FOR WORK WITHIN PUBLIC RIGHT-OF-WAY.6.THIS PARCEL OF LAND MAY BE SUBJECT TO ANY AND ALL RECORDED (AND POSSIBLY UNRECORDED) EASEMENTS, RESTRICTIONS AND COVENANTS.7.PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES FOR VERIFICATION OF UTILITIES WITHIN THE LIMITS OF CONSTRUCTION. CALL AREA ONE CALL SYSTEM 48 HOURS PRIOR TO ANY EXCAVATION.8.THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER IN A TIMELY MANNER.9.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT EXISTING PERMANENT SURVEYING MONUMENTS AND BENCHMARKS FROM DISTURBANCE. SURVEY MONUMENTS DISTURBED BY CONSTRUCTION ARE TO BE REPLACED AND ADJUSTED VIA A LAND SURVEYOR REGISTERED IN THE STATE FOR WHICH THE PROJECT IS LOCATED.10.NO BLASTING OR BURNING IS ALLOWED ON THE PROJECT, UNLESS OTHERWISE NOTED OR DIRECTED BY THE ENGINEER.11.IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED. HOWEVER, IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY NOTIFY ENGINEER AND OWNER. HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER A SEPARATE CONTRACT.12.INSTALL TEMPORARY FENCING AROUND TREE PROTECTION ZONES TO PROTECT TREES AND VEGETATION “DESIGNATED TO REMAIN” FROM CONSTRUCTION DAMAGE. MAINTAIN TEMPORARY FENCING AROUND TREE PROTECTION ZONES, AND REMOVE WHEN CONSTRUCTION IS COMPLETE.13.PRIOR TO COMMENCEMENT OF ANY CLEARING AND EXCAVATION WITHIN A WORK AREA, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND IN WORKING ORDER.14.THE CONTRACTOR SHALL REFERENCE THE “STORMWATER POLLUTION PREVENTION PLAN (SWPPP),” THE “EROSION AND SEDIMENT CONTROL PLAN(S),” AND, RELATED “EROSION AND SEDIMENT CONTROL DETAIL(S)” CONTAINED WITHIN THIS PLAN SET FOR DETAILED INFORMATION CONCERNING EROSION AND SEDIMENT CONTROL “BEST MANAGEMENTPRACTICES” TO BE USED ON THIS PROJECT.15.IN THE EVENT OF ANY UNFORESEEN CONDITIONS THAT ARE ENCOUNTERED AND NOT COVERED BY THESE PLANS DURING SITEWORK OPERATIONS, THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED FOR DIRECTION.16.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL NECESSARY CUTS AND FILLS WITHIN THE LIMITS OF THIS PROJECT AND RELATED OFF-SITE WORK SO AS TO ESTABLISH THE DESIRED SUBGRADE, FINISH GRADES AND SLOPES SPECIFIED WITHIN THE PLANS.17.ADEQUATE SHORING IS TO BE DESIGNED AND PROVIDED BY THE CONTRACTOR TO PREVENT UNDERMINING OF ANY ADJACENT FEATURES OR FACILITIES AND/OR CAVING OF THE EXCAVATION. ALL SHORING AND ASSOCIATED TEMPORARY STRUCTURES SHALL BE DESIGNED BY A LICENSED PROFESSIONAL AND INSTALLED PURSUANT TO O.S.H.A.REQUIREMENTS.18.TESTING AGENCY: HASKELL OR THE OWNER WILL ENGAGE A QUALIFIED INDEPENDENT GEOTECHNICAL ENGINEERING TESTING AGENCY TO PERFORM FIELD QUALITY CONTROL TESTING.19.ALL FIELD QUALITY CONTROL TESTS THAT FAIL TO MEET THE SPECIFIED COMPACTION DENSITY SHALL BE REPORTED TO THE ENGINEER.20.THE CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURING CONSTRUCTION WHICH SHOW THE CONSTRUCTED CONDITIONS OF ALL WORK INSTALLED. SEE “AS-BUILT” REQUIREMENTS FOR ADDITIONAL INFORMATION.21.ALL SANITARY SEWER LINES SHALL BE TELEVISED AND THE VIDEO REPORTS SUBMITTED TO THE ENGINEER FOR REVIEW.a.VIDEO REPORTS ARE TO BE SUBMITTED ON CD-ROM OR DVD COMPACT DISKS.b.ALL LINES MUST BE FLUSHED AND CLEANED WITH POTABLE WATER PRIOR TO TELEVISING.c.VIDEO REPORTS WILL BE USED TO VIEW THE CONDITION OF THE SANITARY SEWER PIPE PRIOR TO ACCEPTANCE. WORKMANSHIP AND CLEANLINESS OF THE INSTALLATION WILL BE CHECKED.22. ALL STORM SEWER LINES SHALL BE TELEVISED AND THE VIDEO REPORTS SUBMITTED TO THE ENGINEER FOR REVIEW.a.VIDEO REPORTS ARE TO BE SUBMITTED ON CD-ROM OR DVD COMPACT DISKS.b.ALL LINES MUST BE FLUSHED AND CLEANED WITH POTABLE WATER PRIOR TO TELEVISING.c.FOR SUBMERGED SYSTEMS, POND WATER LEVELS SHALL BE LOWERED (PUMPED DOWN) BELOW THE LOWEST PIPE ENTRANCE INVERT.d.VIDEO REPORTS WILL BE USED TO VIEW THE CONDITION OF THE STORM SEWER PIPE PRIOR TO ACCEPTANCE. WORKMANSHIP AND CLEANLINESS OF THE INSTALLATION WILL BE CHECKED.23. AS-BUILT SURVEY: THE CONTRACTOR SHALL VERIFY STORM SEWER IMPROVEMENTS ALIGNMENT BY PROVIDING AN “AS-BUILT” SURVEY OF CONSTRUCTED CONDITIONS FROM A LICENSED SURVEYOR REGISTERED IN THE STATE OF PROJECT LOCATION. THE “AS-BUILT” SURVEY SHALL INCLUDE VERTICAL AND HORIZONTAL INFORMATION PERTAINING TOTHE INSTALLATION OF THE STORM SEWER SYSTEM PIPING AND STRUCTURES. DATUM ELEVATION AND BENCHMARK LOCATIONS SHALL BE INDICATED. INFORMATION TO BE INCLUDED IS AS FOLLOWS:a.PIPE TYPE, SIZE, AND INVERT ELEVATIONS.b.MANHOLE, DROP INLET, CURB INLET, YARD DRAIN, AND POND CONTROL STRUCTURE LOCATIONS WITH ELEVATIONS OF BOTTOM, RIM OR GRATE ELEVATION SHOWN.c.POND CONTROL STRUCTURES: SHOW INFORMATION ON ALL FLOW CONTROL APPURTENANCES AND OUTLET PIPING.SITE AREA:74.09 AC.DISTURBED:2.17 AC.LATITUDE:N 039° 07' 41.41"LONGITUDE:W 078° 11' 26.66"FINISHED FLOOR ELEVATION:F.F.E. = 752.51FLOOD PLAIN ZONE:ZONE XFIRM MAP NUMBER:510063 0218 EREV.1/29/2021ZONING:M2; INDUSTRIAL GENERALPROJECT USE:INDUSTRIAL GENERALSOIL CONDITIONS:-HYDRAULIC SOIL GROUP:-DOWNSTREAM WATER BODY:-DESIGN STORM:- CONVEYANCE:N/A- FLOOD MITIGATION:0 YR.- OTHER:N/AINTENSITY:- I10 YR. =5.04 IN. / HR.- I100YR. =0.00 IN. / HR.- TC =10 MIN.STORM WATER MANAGEMENT CRITERIA:VIRGINIA RUNOFF REDUCTION METHODPROJECTLOCATIONAPPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR.__________________________________________________________ZONING ADMINISTRATOR.APPROVAL DATE___________________________________________SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE.RESPONSIBLE LAND DISTURBERNAME:TYLER SMITHPERRY ENGINEERING COMPANY INC.1945 MILLWOOD PIKEWINCHESTER, VIRGINIA 22602540-771-8672TSMITH@PERRYENG.COMCERTIFICATION:37036EXPIRES: 01/19/2024DATE: 10/03/2023THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLEFOR CARRYING OUT THE LAND DISTURBING ACTIVITY INACCORDANCE WITH AN APPROVED EROSION AND SEDIMENTCONTROL (ESC) PLAN.SITE PLAN REFERENCE NUMBERSPREVIOUSLY APPROVED SITE PLANS: #36-01, #14-02, #36-03, #71-04,#32-13, #35-13, #08-14, #25-14, #32-14, #12-16, #52-16, #12-17, #36-17,#44-20, #16-22, AND #29-23.SITE PLAN REFERENCE NUMBER: #29-24WATER / SEWER:ELECTRICAL:FREDERICK WATER315 TASKER RD.STEPHENS CITY, VA 22655540-868-1061SHENANDOAH VALLEY ELECTRICALCOOPERATIVE3463 VALLEY PIKEWINCHESTER, VA 22602GRADING/DRAINAGE/UTILITIES:GAS:FREDERICK COUNTY PUBLIC WORKS107 NORTH KENT STREET, 2ND FLOORWINCHESTER, VA 22601540-665-5643WASHINGTON GAS6801 INDUSTRIAL ROADSPRINGFIELD, VA 22151PHONE: (703) 750-1000TELECOMMUNICATIONS:VERIZON1-800-VERIZONSheet List TableSHEET NUMBERSHEET TITLEC-001COVER SHEETC-100EXISTING CONDITIONSC-101EXISTING CONDITIONSC-102EXISTING CONDITIONSC-111DEMOLITION PLANC-112DEMOLITION PLANC-121GEOMETRY PLANC-122GEOMETRY PLANC-131UTILITY PLANC-132UTILITY PLANC-141GRADING AND DRAINAGE PLANC-142GRADING AND DRAINAGE PLANC-160.1INITIAL EROSION AND SEDIMENT CONTROL PLANC-160.2INITIAL EROSION AND SEDIMENT CONTROL PLANC-161.1INTERMEDIATE EROSION AND SEDIMENT CONTROL PLANC-161.2INTERMEDIATE EROSION AND SEDIMENT CONTROL PLANC-162.1FINAL EROSION AND SEDIMENT CONTROL PLANC-162.2FINAL EROSION AND SEDIMENT CONTROL PLANC-171PRE DEVELOPMENT DRAINAGE MAPC-172POST DEVELOPMENT DRAINAGE MAPC-240STORM SEWER PROFILESC-520GEOMETRY DETAILSC-521GEOMETRY DETAILSC-530UTILITY DETAILSC-540GRADING AND DRANAGE DETAILSC-560EROSION AND SEDIMENT CONTROL DETAILSC-561EROSION AND SEDIMENT CONTROL DETAILSC-562EROSION AND SEDIMENT CONTROL DETAILS WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSWVWVFHWSANSANSANSANSANSANSANSANTTTTTxTWWWTGGGGGGTTTTTSANXXXXWVWVWVWVHYDHYDSTSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSTAX MAP 63 A 86AH.P. HOOD, INC.DEED BOOK 935 AT PAGE 739TAX MAP 75 A 91EWINCHESTER REAL ESTATE LLCINSTRUMENT 170013049TAX MAP 63 A 86AH.P. HOOD, INC.DEED BOOK 935 AT PAGE 739TAX MAP 63 A 86AH.P. HOOD, INC.DEED BOOK 935 AT PAGE 739TAX MAP 63 A 80SHENANDOAH VALLEY ELECTRIC COOPERATIVEDEED BOOK 746 AT PAGE 543ZONED: M2TAX MAP 63 A 86CH.P. HOOD, INC.INSTRUMENT 030019390ZONED: B2TAX MAP 63 A 86BH.P. HOOD, INC.INSTRUMENT 030019390ZONED: B2HOOD WAY(60' PUBLIC RIGHT-OF-WAY)DEED BOOK 935 AT PAGE 739DEED BOOK 945 AT PAGE 150TAX MAP 63 A 86AH.P. HOOD, INC.DEED BOOK 935 AT PAGE 739INTERSTATE 81(VARIABLE WIDTH RIGHT-OF-WAY)STSTPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEVALLEY PIKE75' BUILDING SET BACK25' BUILDING SETBACK75' BUILDING SETBACK75' BUILDING SETBACK25' BUILDING SETBACK25' BUILDING SETBACK75' BUILDING SETBACKZONED: M2ZONED: M2MIXEDZONING: B2 & B3MIXEDZONING: B2 & B3SA310.43'472.29'493.49'1083.3'425.67'12'12'12.5'5.75'13.08'PROPOSEDPROCESSBUILDINGPROPOSED ASRSEXPANSIONPROPOSEDDIESEL FUELINGTANK RELOCATIONPROPOSEDSILO PADPROPOSEDDOCKSENCLOSED WATER TREATMENTROOM AND CONCRETE SKIDCHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]XREF: 3410083201-CM-21 [..\1Models\3410083201-CM-21.dwg]XREF: 3410083201-CM-91 [..\1Models\3410083201-CM-91.dwg]XREF: 3410083201-CM-81 [..\1Models\3410083201-CM-81.dwg]XREF: 3410083201-CM-01 [..\1Models\3410083201-CM-01.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-003.dwg Layout Name: C-003 Feb 23, 2024 - 11:50am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.OVERALL SITEPLAN02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMH04/21/23GMPF03/27/23OR#3 DPP PREVIEWE03/20/23PEER REVIEWDJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-0031002000FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 0402061852PROJECTLOCATIONSITE ADDRESS: 160 HOOD WAYWINCHESTER, VA 22602ZONING:M2; INDUSTRIALADJACENT PARCEL ZONING: M2; INDUSTRIALSITE AREA:3,227,360 S.F. (74.09 AC.)FLOOD ZONE:PANEL 510063 0218 E; DATED 01/29/2021; ZONE X, 0.2 PCT ANNUAL CHANCELAND OWNER:HP HOOD, LLC.PARCEL ID:63A86A; 63A86CMAGISTERIAL DISTRICT:BACK CREEK (103)PROPOSED BUILDINGS:25,000S.F. ASRS EXPANSION4,600S.F. PROCESS EXPANSIONBUILDING COVERAGE :EXISTING =326,879SF 7.50 AC. (10% COVERAGE)PROPOSED =29,600 SF 0.69 AC. (1.0% COVERAGE)TOTAL =356,479 SF 8.19 AC. (11% COVERAGE)MINIMUM LANDSCAPE AREA:EXISTING IMPERVIOUS = 328,169 S.F. 7.53 ACPROPOSED IMPERVIOUS = 38,878 S.F. 0.89 ACTOTAL BUILDING AREA = 356,756 S.F. 8.19 ACTOTAL POND AREA = 148,975 S.F. 3.42 ACTOTAL SIGHT AREA = 3,227,360 S.F. 74.09 ACTOTAL LANDSCAPE AREA = 20.03 AC (27%)TOTAL NON-LANDSCAPE AREA = 54.06 AC (73%)REQUIRED BUILDING SETBACK LIMITS:FRONT = 75', SIDE = 25', REAR = 25'ORIGINAL SITE DESIGN PARKING CALCULATIONS FROM 1999:OFFICE SPACE = 16,000 S.F.AT 1 SPACE/250 S.F. = 64 SPACESMANUFACTURING 90 EMPLOYEES AT 3 SPACES/4 EMPLOYEES = 68 SPACESWAREHOUSE USE: 8 EMPLOYEES AT 1 SPACE/EMPLOYEE = 8 SPACESTOTAL = 140 SPACES INCLUDING 5 ADA SPACES.PROVIDED = 140 SPACES INCLUDING 5 ADA SPACES.AUTO PARKING ADDITIONS 2005 - 2017:101 - AUTO SPACESCURRENT PARKING:241 - AUTO SPACES; PLUS 7 - ADA SPACESNO MODIFICATIONS TO THE CURRENT PARKING SPACES OR PARKING CONFIGURATIONARE BEING PROPOSED WITH THIS BUILDING EXPANSION. SITE LEGENDHEAVY-DUTY CONCRETE PAVEMENTLIGHT-DUTY CONCRETE PAVEMENTEXISTING BUILDINGPROPOSED BUILDINGSITE INFORMATIONPARKING CALCULATIONSVICINITY MAP(NTS)AERIAL MAP(NTS)GRAVEL PAVEMENTAPPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR.__________________________________________________________ZONING ADMINISTRATOR.APPROVAL DATE___________________________________________SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE.SIGNATURE BLOCKNOTES1.THERE ARE NO MODIFICATIONS PROPOSED TO THE PHOTOMETRIC PLAN APPROVED UNDER SP#29-23.THEREFORE, THE PREVIOUSLY APPROVED PHOTOMETRIC PLAN WILL BE USED..2.THE IS NO NET INCREASE IN IMPERVIOUS AREA FROM THE PREVIOUSLY APPROVED PLAN. THEREFORE, NO ADDITIONAL LANDSCAPING IS REQUIRED. WWWWWWWCONTROL POINT #3N: 7,094,126.07E: 11,572,092.67ELEV.: 748.07GPS #3 1021/1010LP 30INDIALP 30INDIAUGEUGEUGEUGEGGGGGGGWTRWVGRAVEL PATHHEADER CURBS33° 56' 11"W 264.24'CONTROL POINT #1N: 7,094,345.30E: 11,572,240.19ELEV.: 746.39GPS #1 1020/1011LP 30INDIALP 30INDIAGGGGGGGTOP = 747.4412" PVC INV IN = 736.0112" PVC INV OUT = 735.99SEE INSET "A"THIS SHEETSEE INSET "C"THIS SHEETSEE INSET "B"THIS SHEETWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSTSTSSSSSSSSSSSSSSSSSSSSSSSSSN STOPSN STOPSN YLD TO YARD TRAFFICSN PED CROSSINGSN NO PARKINGWVWVFHAPPR0X FFEL DOOR 22752.51APPROX FFEL DOOR 23752.43WSANSANSANSANSANSANSANSANTTTTTxUGETWWWTGGGGGGTTTTTSANXXXXWVWVWVWVHYDHYDHYDHYDSTSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEXISTING BUILDING(±326,879 SF)HOOD WAY(60' PUBLIC RIGHT-OF-WAY)DEED BOOK 935 AT PAGE 739DEED BOOK 945 AT PAGE 150INTERSTATE 81(VARIABLE WIDTH RIGHT-OF-WAY)CONCRETECONCRETECONCRETECONCRETECONCRETEEXISTINGCONCRETETRAILER PARKINGCONCRETEDRIVEWAYCONCRETEEXISTINGGUARD SHACKCONCRETECONCRETEEXISTINGBUILDINGCONCRETE PADASPHALTROADEXISTINGSHEDEXISTINGTRUCK RESTSTOP AREAASPHALTROADASPHALTROADASPHALTROADELECTRICHANDHOLEELECTRICHANDHOLEELECTRICHANDHOLEELECTRICHANDHOLEASPHALTROADASPHALTROADCONCRETEDRIVEWAYCONCRETEDRIVEWAYEXISTINGGUARD SHACKCONCRETEPATIOCONCRETEPADCONCRETEPADCONCRETEPADGRAVELCONCRETEPADCONCRETEPADPOWER PANELPOWER POLETRANSFORMERSSTSTPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE725730735735740740740 7407457 4 5745 74575075075575572272372472672772872973173173173273273273273273373373373373373473473473473473673673773773873873973974174174174174174174174174274274274274274274374374374374474474474474674674774774874874974975175175275 2752752 753753754754730735 740 740 740740 740728 729 731 73 2 73 3 734 736737738739 739 739 741 741 EXISTING BUILDING(±326,879 SF)VALLEY PIKE LP W/18"CONC BASESAEXISTINGSILOSCONTROL POINT #2N: 7,093,959.63E: 11,570,610.71ELEV.: 742.09GPS #2 1022/1000STSTSSSSSS18"RCP"INV=738.6818"RCP"INV=739.11LP 2.50' DIA10"DIA" Deciduous15"DIA" DeciduousWWSANSANSANTT86.8' - 36" RCP@ 1.18%87.9' - 18" RCP@ 0.49%201.8' - 8" PVC@ 2.18%HOOD WAY(60' PUBLIC RIGHT-OF-WAY)DEED BOOK 935 AT PAGE 739DEED BOOK 945 AT PAGE 150GRAVELGATEMOTORGATEMOTOREXISTINGGUARD SHACK75' BUILDING SET BACKSTORM HEADWALLSTORM HEADWALLSSSSFHSANSANTGTXWVWVWVWVHYDHYDSSSS341.6'341.6'353.3'353.3'PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINECHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]XREF: 3410083201-CM-02 [..\1Models\3410083201-CM-02.dwg]XREF: 3410083201-CM-01 [..\1Models\3410083201-CM-01.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-100.dwg Layout Name: C-100 Feb 23, 2024 - 11:51am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.EXISTINGCONDITIONS02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMH04/21/23GMPF03/27/23OR#3 DPP PREVIEWE03/20/23PEER REVIEWDJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-100FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 0402061852 MATCHLINE - SEE SHEET C-102MATCHLING - SEE SHEET C-102CONTROL POINTSSURVEY REFERENCE NOTESTOPOGRAPHIC INFORMATION TAKEN FROM TOPOGRAPHIC SURVEY OF BOUNDARY PARCELS BY:TRIAD ENGINEERING, INC.200 AVIATION DRIVEWINCHESTER, VA 22602PH: 540.667.9300PROJECT NO.: 07-22-0538SURVEY DATE: 04/17/20231.THE PROPERTY SHOWN HEREON IS LOCATED ON FREDERICK COUNTY TAX ASSESSMENT MAPS AND ARE IDENTIFIED ASTAX MAP 63 A 86A.2.THE PROPERTY SHOWN HEREON IS NOW IN THE NAME OF THOSE LISTED BELOW AS FOUND AMONG THE LAND RECORDSOF FREDERICK COUNTY, VIRGINIA.H. P. HOOD, INC.180 HOOD WAYWINCHESTER, VA 22602DEED BOOK 935 AT PAGE 7393.BOUNDARY INFORMATION SHOWN HEREON IS BASED ON EXISTING LAND RECORDS OF FREDERICK COUNTY, VIRGINIA.3.NORTH MERIDIAN INFORMATION SHOWN HEREON IS BASED A FIELD RUN SURVEY PERFORMED BY TRIAD ENGINEERING,INC. AND REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83).4.THE SURVEYED PROPERTY SHOWN HEREON LIE WITHIN ZONE 'X' (UNSHADED), AREA OF MINIMAL FLOODING AS SHOWNON FEMA FLOOD INSURANCE RATE MAP FOR FREDERICK COUNTY, VIRGINIA, COMMUNITY-PANEL NUMBER 51069C0214EAND 51069C0218E DATED JANUARY 29, 2021.5.VERTICAL DATUM IS BASED ON A GPS FIELD SURVEY BY TRIAD ENGINEERING, INC. COMPLETED ON APRIL 18TH 2023, ANDIS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). VERTICAL RELIEF SHOWN HEREON IS INONE (1') CONTOUR INTERVALS.6.NO TITLE REPORT WAS FURNISHED FOR THIS SURVEY. THE SURVEYOR CANNOT ATTEST TO PRESENCE OF ALLEASEMENTS, COVENANT, ENCUMBRANCES, OR SERVITUDE ON THE PROPERTY.7.UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON VIRGINIA MISS UTILITY MARKINGS (811) FOUND IN THE FIELDAT THE TIME OF THIS SURVEY AND PRIVATE UTILITY LOCATIONS PROVIDED BY UTILITIES SEARCH, INC. SURVEYORCANNOT ATTEST TO THE ACCURACY OF THE MARKINGS FOUND ON THE SURFACE RELATIVE TO THE ACTUAL LOCATIONOF THE UTILITIES THEY REPRESENT.8.THIS SURVEY WAS PREPARED FOR THE BENEFIT OF:THE HASKELL COMPANY111 RIVERSIDE AVE.JACKSONVILLE, FL 32202INSET "A"1"=30'INSET "B"1"=30'INSET "C"1"=30'1002000KEYMAPC-101C-102 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSTSTSTDEC 12"DIA BRADFORD PEARDEC 12"DIA FORKED BRADFORD PEARLP 2.5' DIA6"HDPE"INV=749.986"HDPE"INV=750.03LP 2.5'DIA24"CMP"INV=736.3824"CMP"INV=737.586"PVC"INV=738.7210"PVC"INV=740.24OHEUGEUGEUGEUGEUGEUGEUGEUGEUGEBOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIA53.0' - 8" PVC @ 1.92%8.7' - 15" PVC@ 2.66%101.4' - 15" PVC @ 4.31% 66.1' - 18" RCP @ 2.23% 3 3 . 0 ' - 2 4 " C M P @ 3 . 6 3 %SOURCEUNKNOWN13.1' - 6" HDPE@ 0.41%10" PVCSOURCEUNKNOWNEXISTING BUILDING(±326,879 SF)EX. 20' WASHINGTON GAS EASEMENTINSTRUMENT 140006318CONCRETEDRIVEWAYGRAVELROADGRAVELROADCONCRETEDRIVEWAYCONCRETEPATIOCONCRETEPADCONCRETEPADCONCRETEPADGRAVELGRAVELGRAVELGRAVELPAVERSCONCRETESIDEWALKCONCRETESIDEWALKGRAVELCONCRETEPADCONCRETEPADAMMONIA TANK(TYP)HEADER CURBPOWER PANELPOWER POLETRANSFORMERSTRUCK SCALEST59.7' - 15" PVC @ 2.66%ST57.4' - 15" PVC @ 2.66%PROPERTY LINE75' BUILDING SETBACKSTORM STRUCTURETOP = 754.088" PVC INV IN = 751.368" PVC INV OUT = 747.98STORM STRUCTURETOP = 753.048" PVC INV IN = 746.9610" PVC INV IN = 746.8715" PVC INV OUT = 746.64CONCRETEPADGRAVELCONCRETESIDEWALK6" PVCSTORM STRUCTURETOP = 748.6815" PVC INV IN = 743.2915" PVC INV OUT = 743.39STORM STRUCTURETOP = 743.8415" PVC INV IN = 739.0218" RCP INV OUT = 739.00STORM STRUCTURETOP = 743.9712" PVC INV OUT = 738.72PREVIOUSLY PERMITTEDSILO TANK ANDALCOVE BUILDING. UNDERCONSTRUCTION.EXISTINGSILOSCAUTION:EXISTING GAS LINE THIS AREAASSUMNED TO BE ABANDONED PERCLIENT INPUT. CONTRACTORTO VERIYF IF LINE IS ACTIVE.IF LINE IS ABANDONED, CUTCAP, AND REMOVE. NOTIFY ENGINEERIF LINE IS ACTIVE.STSTGSTSTSANFHSANSANTGTXWVWVWVWVHYDHYD341.6'341.6'353.3'353.3 '75' BUILDING SET BACK25' BUILDING SETBACK75' BUILDING SETBACK75' BUILDING SETBACK25' BUILDING SETBACK75' BUILDING SETBACKCHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]XREF: 3410083201-CM-02 [..\1Models\3410083201-CM-02.dwg]XREF: 3410083201-CM-01 [..\1Models\3410083201-CM-01.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-100.dwg Layout Name: C-101 Feb 23, 2024 - 11:51am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.EXISTINGCONDITIONS02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMH04/21/23GMPF03/27/23OR#3 DPP PREVIEWE03/20/23PEER REVIEWDJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-101FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 0402061852 MATCHLINE - SEE SHEET C-102MATCHLING - SEE SHEET C-102SURVEY REFERENCE NOTESTOPOGRAPHIC INFORMATION TAKEN FROM TOPOGRAPHIC SURVEY OF BOUNDARY PARCELS BY:TRIAD ENGINEERING, INC.200 AVIATION DRIVEWINCHESTER, VA 22602PH: 540.667.9300PROJECT NO.: 07-22-0538SURVEY DATE: 04/17/20231.THE PROPERTY SHOWN HEREON IS LOCATED ON FREDERICK COUNTY TAX ASSESSMENT MAPS AND ARE IDENTIFIED ASTAX MAP 63 A 86A.2.THE PROPERTY SHOWN HEREON IS NOW IN THE NAME OF THOSE LISTED BELOW AS FOUND AMONG THE LAND RECORDSOF FREDERICK COUNTY, VIRGINIA.H. P. HOOD, INC.180 HOOD WAYWINCHESTER, VA 22602DEED BOOK 935 AT PAGE 7393.BOUNDARY INFORMATION SHOWN HEREON IS BASED ON EXISTING LAND RECORDS OF FREDERICK COUNTY, VIRGINIA.3.NORTH MERIDIAN INFORMATION SHOWN HEREON IS BASED A FIELD RUN SURVEY PERFORMED BY TRIAD ENGINEERING,INC. AND REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83).4.THE SURVEYED PROPERTY SHOWN HEREON LIE WITHIN ZONE 'X' (UNSHADED), AREA OF MINIMAL FLOODING AS SHOWNON FEMA FLOOD INSURANCE RATE MAP FOR FREDERICK COUNTY, VIRGINIA, COMMUNITY-PANEL NUMBER 51069C0214EAND 51069C0218E DATED JANUARY 29, 2021.5.VERTICAL DATUM IS BASED ON A GPS FIELD SURVEY BY TRIAD ENGINEERING, INC. AND IS REFERENCED TO THE NORTHAMERICAN VERTICAL DATUM OF 1988 (NAVD88). VERTICAL RELIEF SHOWN HEREON IS IN ONE (1') CONTOUR INTERVALS.6.NO TITLE REPORT WAS FURNISHED FOR THIS SURVEY. THE SURVEYOR CANNOT ATTEST TO PRESENCE OF ALLEASEMENTS, COVENANT, ENCUMBRANCES, OR SERVITUDE ON THE PROPERTY.7.UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON VIRGINIA MISS UTILITY MARKINGS (811) FOUND IN THE FIELDAT THE TIME OF THIS SURVEY AND PRIVATE UTILITY LOCATIONS PROVIDED BY UTILITIES SEARCH, INC. SURVEYORCANNOT ATTEST TO THE ACCURACY OF THE MARKINGS FOUND ON THE SURFACE RELATIVE TO THE ACTUAL LOCATIONOF THE UTILITIES THEY REPRESENT.8.THIS SURVEY IS WAS PREPARED FOR THE BENEFIT OF:THE HASKELL COMPANY111 RIVERSIDE AVE.JACKSONVILLE, FL 3220230600KEYMAPC-101C-102 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSTSTSTSTSTSTSTSTSTSTSTSTSTST36" RCPINV=719.4736" RCPINV=719.4536" RCPINV=721.1136" RCPINV=721.13SN YLD TO YARD TRAFFICSN PED CROSSING48"RCP"INV=726.038'X0.50'" ORIFICEINV=732.0636"CMP"INV=726.7848"RCP"INV=727.0036"CMP"INV=726.8024"RCP"INV=726.9615"PVC"INV=729.8015"PVC"INV=729.7915"PVC"INV=729.7815"PVC"INV=729.5924"RCP"INV=727.2015"PVC"INV=729.9015"PVC"INV=729.8915"PVC"INV=729.8715"PVC"INV=729.85SSMHTOP=723.22LP W/30"CONC BASELP W/30"CONC BASESN STOPSN STOPSN NO PARKING24"RCP"INV=734.2930"RCP"INV=732.1524"RCP"INV=732.416"HDPE"INV=738.736"HDPE"INV=738.36SN NO PARKINGLP W/36"CONC BASELP W/36"CONC BASEWVWVSN STOPSN POSTFHLP 30INDIALP 30INDIAAPPR0X FFEL DOOR 22752.51APPROX FFEL DOOR 23752.4330"RCP"INV=731.66?" NOTINV=744.4615"PVC"INV=746.0315"CMP"INV=735.2524"CMP"INV=736.3824"CMP"INV=737.58NOT" VISIBLEINV=744.00SANSANSANUGEUGEUGEUGEUGETTTTUGEUGEUGEUGEUGEUGEUGEWUGEUGEUGEUGEWWWWWWWWWWWUGEUGEUGETTTTUGEWWWWUGEWTRWTR WVBOLBOLWVBOL 7INDIABOL 7INDIABOL 7INDIABOL 7INDIABOL 7INDIABOL 7INDIABOL 7INDIABOL 7INDIABOL 7INDIABOL 7INDIABOL 7INBOL 7INBOL 7INBOL 7INBOL 7INBOL 7INBOL 7INWVWVHYDHYDHYDSTSTSTSTSTSTSTSTSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSASASASAUGEUGEUGEUGEST341.6'341.6'353.3'353.3'84.4' - 36" RCP@ 1.96%84.4' - 36" RCP@ 1.97%31.9' - 48" RCP@ 3.03%36" CMP36" CMP51.7' - 30" RCP@ 0.94%33.0' - 24" CMP@ 3.63%46.0 ' - 15 " CMP@ 1 .13% 297.9' - 15" CMP @ 1.94%22.7' - 24" RCP@ 0.36%204.2' - 18" RCP@ 0.72%79.4' - 8" PVC@ 0.72%8" PVC170.8' - 12" LINED PIPE6" PVC6" PVC12" PVC300.6' - 12" PVC@ 0.47%119.3' - 1 2 " P V C @ 0.37%118.4' - 12" PVC@ 0.90%334.1' - 6" PVC@ 1.12%SOURCEUNKNOWN15" PVCSOURCEUNKNOWNSOURCEUNKNOWN24" RCP6" HDPE6" HDPESOURCEUNKNOWNSOURCEUNKNOWNTAX MAP 63 A 86AH.P. HOOD, INC.DEED BOOK 935 AT PAGE 739SANITARY SEWER MANHOLETOP = 746.0412" PVC INV IN = 738.0412" PVC INV OUT = 737.94SANITARY SEWER MANHOLETOP = 746.356" PVC INV IN = 733.854" PVC INV IN = 741.296" PVC INV OUT = 733.82TAX MAP 63 A 86AH.P. HOOD, INC.DEED BOOK 935 AT PAGE 739SANITARY SEWER MANHOLETOP = 747.2612" PVC INV IN = 736.5312" PVC INV OUT = 736.43SANITARY SEWER MANHOLETOP = 745.666" PVC INV IN = 730.096" PVC INV OUT = 729.89CONCRETECONCRETECONCRETECONCRETECONCRETEEXISTINGCONCRETETRAILER PARKINGHEADER CURBSIGNSIGNSIGNSANITARY SEWER MANHOLETOP = 726.848" PVC INV IN = 717.648" PVC INV OUT = 717.418" PVC INV OUT = 718.21TOP = 726.3712" LINED PIPE INV IN = 718.5412" LINED PIPE INV OUT = 718.51UTILITYVAULTEXISTINGSHEDEXISTINGTRUCK RESTSTOP AREAASPHALTROADSIGNLOT DIRECTIONSGRAVELGRAVELCONCRETESTOOPCONCRETESTOOPCONCRETESTOOPCONCRETESTOOPCONCRETESTOOPHEADER CURBCANOPYGRAVELROADGRAVELWOODED AREAWOODED AREAWOODED AREAGRAVELROADST73.6' - 15" C M P @ 1.11%STSTSTSTSTSTSTST302.4' - 24" RCP@ 0.36%725730735740740 7407 4 5 745 7227237247267277 2 8 729731732733734734734736737738739741741741742742743743744744 730735 740 740 740740 740728 729 731 73 2 733 734 736737738739 739 739 741 741 EXISTING BUILDING(±326,879 SF)STAIRS ANDPLATFORMFUELTANKSTORM STRUCTURETOP = 746.3015" CMP INV OUT = 744.0010" PVC INV IN = 746.75(PIPE ABOVE STRUCTURE)STORM STRUCTURETOP = 740.4215" CMP INV IN = 736.4915" CMP INV OUT = 736.39STORM STRUCTURETOP = 744.546" HDPE INV IN = 738.6415" CMP INV IN = 738.2115" CMP INV OUT = 737.01ELECTRICHANDHOLECONTROLPANELGRAVELGRAVELSTAIRS AND ENTRANCEGRAVELROADGRAVELROADGRAVELROADGRAVELROADLP W/18"CONC BASESTORM STRUCTURETOP = 747.6012" PVC INV IN = 744.4512" PVC INV OUT = 744.38STORM STRUCTURETOP = 747.6112" PVC INV OUT = 745.51STORM STRUCTURETOP = 739.6518" RCP INV IN = 733.6224" RCP INV OUT = 733.56STORM STRUCTURETOP = 738.8318" RCP INV OUT = 735.096" PVCSASASASASAPROCESS SEWERPER OWNERDOCUMENTSLIGHTEXISTING FIRE LINEEXISTING FIRE LINEUGEUGEUGEWWWWFHTTXWVWVWVWVHYDHYDHYDHYD341.6'341.6'353.3'353.3 '75' BUILDING SET BACK25' BUILDING SETBACK75' BUILDING SETBACK75' BUILDING SETBACK25' BUILDING SETBACK75' BUILDING SETBACKCHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]XREF: 3410083201-CM-02 [..\1Models\3410083201-CM-02.dwg]XREF: 3410083201-CM-01 [..\1Models\3410083201-CM-01.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-100.dwg Layout Name: C-102 Feb 23, 2024 - 11:51am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.EXISTINGCONDITIONS02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMH04/21/23GMPF03/27/23OR#3 DPP PREVIEWE03/20/23PEER REVIEWDJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-102FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 0402061852 MATCHLINE - SEE SHEET C-101MATCHLING - SEE SHEET C-101SURVEY REFERENCE NOTESTOPOGRAPHIC INFORMATION TAKEN FROM TOPOGRAPHIC SURVEY OF BOUNDARY PARCELS BY:TRIAD ENGINEERING, INC.200 AVIATION DRIVEWINCHESTER, VA 22602PH: 540.667.9300PROJECT NO.: 07-22-0538SURVEY DATE: 04/17/20231.THE PROPERTY SHOWN HEREON IS LOCATED ON FREDERICK COUNTY TAX ASSESSMENT MAPS AND ARE IDENTIFIED ASTAX MAP 63 A 86A.2.THE PROPERTY SHOWN HEREON IS NOW IN THE NAME OF THOSE LISTED BELOW AS FOUND AMONG THE LAND RECORDSOF FREDERICK COUNTY, VIRGINIA.H. P. HOOD, INC.180 HOOD WAYWINCHESTER, VA 22602DEED BOOK 935 AT PAGE 7393.BOUNDARY INFORMATION SHOWN HEREON IS BASED ON EXISTING LAND RECORDS OF FREDERICK COUNTY, VIRGINIA.3.NORTH MERIDIAN INFORMATION SHOWN HEREON IS BASED A FIELD RUN SURVEY PERFORMED BY TRIAD ENGINEERING,INC. AND REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83).4.THE SURVEYED PROPERTY SHOWN HEREON LIE WITHIN ZONE 'X' (UNSHADED), AREA OF MINIMAL FLOODING AS SHOWNON FEMA FLOOD INSURANCE RATE MAP FOR FREDERICK COUNTY, VIRGINIA, COMMUNITY-PANEL NUMBER 51069C0214EAND 51069C0218E DATED JANUARY 29, 2021.5.VERTICAL DATUM IS BASED ON A GPS FIELD SURVEY BY TRIAD ENGINEERING, INC. AND IS REFERENCED TO THE NORTHAMERICAN VERTICAL DATUM OF 1988 (NAVD88). VERTICAL RELIEF SHOWN HEREON IS IN ONE (1') CONTOUR INTERVALS.6.NO TITLE REPORT WAS FURNISHED FOR THIS SURVEY. THE SURVEYOR CANNOT ATTEST TO PRESENCE OF ALLEASEMENTS, COVENANT, ENCUMBRANCES, OR SERVITUDE ON THE PROPERTY.7.UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON VIRGINIA MISS UTILITY MARKINGS (811) FOUND IN THE FIELDAT THE TIME OF THIS SURVEY AND PRIVATE UTILITY LOCATIONS PROVIDED BY UTILITIES SEARCH, INC. SURVEYORCANNOT ATTEST TO THE ACCURACY OF THE MARKINGS FOUND ON THE SURFACE RELATIVE TO THE ACTUAL LOCATIONOF THE UTILITIES THEY REPRESENT.8.THIS SURVEY IS WAS PREPARED FOR THE BENEFIT OF:THE HASKELL COMPANY111 RIVERSIDE AVE.JACKSONVILLE, FL 3220230600KEYMAPC-101C-102 1223111WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSTSTSTDEC 12"DIA BRADFORD PEARDEC 12"DIA FORKED BRADFORD PEARLP 2.5' DIA6"HDPE"INV=749.986"HDPE"INV=750.03LP 2.5'DIA24"CMP"INV=736.3824"CMP"INV=737.586"PVC"INV=738.7210"PVC"INV=740.24OHEUGEUGEUGEUGEUGEUGEUGEUGEUGEBOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIA53.0' - 8" PVC @ 1.92%8.7' - 15" PVC@ 2.66%101.4' - 15" PVC @ 4.31% 66.1' - 18" RCP @ 2.23% 3 3 . 0 ' - 2 4 " C M P @ 3 . 6 3 %SOURCEUNKNOWN13.1' - 6" HDPE@ 0.41%10" PVCSOURCEUNKNOWNEXISTING BUILDING(±326,879 SF)EX. 20' WASHINGTON GAS EASEMENTINSTRUMENT 140006318CONCRETEDRIVEWAYGRAVELROADGRAVELROADCONCRETEDRIVEWAYCONCRETEPATIOCONCRETEPADCONCRETEPADCONCRETEPADGRAVELGRAVELGRAVELGRAVELPAVERSCONCRETESIDEWALKCONCRETESIDEWALKGRAVELCONCRETEPADCONCRETEPADAMMONIA TANK(TYP)HEADER CURBPOWER PANELPOWER POLETRANSFORMERSTRUCK SCALEST59.7' - 15" PVC @ 2.66%ST57.4' - 15" PVC @ 2.66%PROPERTY LINESTORM STRUCTURETOP = 754.088" PVC INV IN = 751.368" PVC INV OUT = 747.98STORM STRUCTURETOP = 753.048" PVC INV IN = 746.9610" PVC INV IN = 746.8715" PVC INV OUT = 746.64CONCRETEPADGRAVELCONCRETESIDEWALK6" PVCSTORM STRUCTURETOP = 748.6815" PVC INV IN = 743.2915" PVC INV OUT = 743.39STORM STRUCTURETOP = 743.8415" PVC INV IN = 739.0218" RCP INV OUT = 739.00STORM STRUCTURETOP = 743.9712" PVC INV OUT = 738.72EXISTINGSILOSCAUTION:EXISTING GAS LINE THIS AREAASSUMNED TO BE ABANDONED PERCLIENT INPUT. CONTRACTORTO VERIYF IF LINE IS ACTIVE.IF LINE IS ABANDONED, CUTCAP, AND REMOVE. NOTIFY ENGINEERIF LINE IS ACTIVE.STSTGSTSTSANDEMOLITION LEGEND DEMOLITION NOTES LIMITS OF EXISTING CONCRETEREMOVALLIMITS OF ASPHALT PAVEMENTMILL AND RESURFACELIMITS OF GRAVEL RAMPREMOVALFULL DEPTH SAW CUT LIMITS OF ASPHALT PAVEMENTREMOVALDENOTES ITEM TO BE REMOVEDDENOTES DEMOLITION ITEM SEEDEMOLITION NOTES THIS SHEETDENOTES ENTITY TO BEREMOVED * PLAN APPROVAL AND PRE-CONSTRUCTION MEETING R E Q U I R E D PR I O R T O D E M O L I T I ON. 1.REMOVE EXISTING XXXXXXXXXX CHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]XREF: 3410083201-CM-01 [..\1Models\3410083201-CM-01.dwg]XREF: 3410083201-CM-11 [..\1Models\3410083201-CM-11.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-110.dwg Layout Name: C-111 Feb 23, 2024 - 11:52am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.DEMOLITIONPLAN02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMHJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-11130600FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 0402061852 MATCHLINE - SEE SHEET C-112 MATCHLING - SEE SHEET C-112 DEMOLITION LEGENDDEMOLITION NOTESLIMITS OF GRAVEL REMOVAL1LIMITS OF CONCRETE REMOVALDENOTES ITEM TO BE REMOVEDDENOTES DEMOLITION ITEM SEEDEMOLITION NOTES THIS SHEETDENOTES FULL DEPTH SAW CUTKEYMAPC-111C-112* PLAN APPROVAL AND PRE-CONSTRUCTION MEETING REQUIRED PRIOR TO DEMOLITION.1.REMOVE EXISTING STORM SEWER PIPING AND INLETS.2.REMOVE EXISTING CONCRETE SECTION.3.EXISTING GRAVEL SECTION TO BE RETAINED ONSITE AND REUSED.4.EXISTING SIGNS, AND BOLLARDS TO BE RETAINED ON SITE AND REUSED.5.CONTRACTOR SHALL COORDINATE WITH OWNER AND HASKELL TO VERIFY IF EXISTING FUEL TANK AND ALLAPPURTENANCES ARE TO BE REUSED AND RELOCATED OR REMOVED.6.REMOVE EXISTING ELECTRICAL LINES & APPURTENANCES. REFER TO ELECTRICAL FOR ADDITIONAL INFORMATION.7.EXISTING STAIRS TO BE RELOCATED. RETAIN ON SITE AND REUSE.8.RELOCATE EXISTING FIRE HYDRANT AND APPURTENANCES. SEE UTILITY PLAN FOR NEW LOCATION.9.EXISTING UNDER DRAIN TO BE REMOVED.CONTRACTOR SHALL COORDINATE WITH OWNER AND HASKELL CONSTRUCTION TEAM ON ITEMS TO BE RELOCATED ANDREUSED ON SITE PRIOR TO REMOVAL / DEMOLITION.ALL EXISTING IMPROVEMENTS WITHIN CONSTRUCTION LIMITS TO BE REMOVED. INCLUDING BUT NOT LIMITED TO, ALLUTILITIES, GUTTERS AND DOWNSPOUTS, GUARD RAILS, STRIPING, BOLLARDS, STAIRS AND ALL RELATED APPURTENANCES.CONTRACTOR SHALL RE-ROUTE ALL UTILITIES OUTSIDE OF THE BUILDING. ANY UTILITIES THAT ARE NOT REMOVED ORRELOCATED SHALL BE PROTECTED IN PLACE. 11113343343222554466666674488699WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSTSTSTSTSTSTSTSTSTSTSTSTSTST36" RCPINV=719.4736" RCPINV=719.4536" RCPINV=721.1136" RCPINV=721.13SN YLD TO YARD TRAFFICSN PED CROSSING48"RCP"INV=726.038'X0.50'" ORIFICEINV=732.0636"CMP"INV=726.7848"RCP"INV=727.0036"CMP"INV=726.8024"RCP"INV=726.9615"PVC"INV=729.8015"PVC"INV=729.7915"PVC"INV=729.7815"PVC"INV=729.5924"RCP"INV=727.2015"PVC"INV=729.9015"PVC"INV=729.8915"PVC"INV=729.8715"PVC"INV=729.85SSMHTOP=723.22LP W/30"CONC BASELP W/30"CONC BASESN STOPSN STOPSN NO PARKING24"RCP"INV=734.2930"RCP"INV=732.1524"RCP"INV=732.416"HDPE"INV=738.736"HDPE"INV=738.36SN NO PARKINGLP W/36"CONC BASELP W/36"CONC BASEWVWVSN STOPSN POSTFPUMPFHLP 30INDIALP 30INDIAAPPR0X FFEL DOOR 22752.51APPROX FFEL DOOR 23752.4330"RCP"INV=731.66?" NOTINV=744.4615"PVC"INV=746.0315"CMP"INV=735.2524"CMP"INV=736.3824"CMP"INV=737.58NOT" VISIBLEINV=744.00UGEUGEUGEUGEUGETTTTUGEUGEUGEUGEUGEUGEUGEWUGEUGEUGEUGEWWWWWWWWWWWUGEUGEUGETTTTUGEWWWWUGEWTRWTR WVBOLBOLWVBOL 7INDIABOL 7INDIABOL 7INDIABOL 7INDIABOL 7INDIABOL 7INDIABOL 7INDIABOL 7INDIABOL 7INDIABOL 7INDIABOL 7INBOL 7INBOL 7INBOL 7INBOL 7INBOL 7INBOL 7INWVWVHYDHYDHYDSTSTSTSTSTSTSTSTSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSASASASAUGEUGEUGEUGEST341.6'341.6'353.3'353.3'84.4' - 36" RCP@ 1.96%84.4' - 36" RCP@ 1.97%31.9' - 48" RCP@ 3.03%36" CMP36" CMP51.7' - 30" RCP@ 0.94%33.0' - 24" CMP@ 3.63%46.0 ' - 15 " CMP@ 1 .13% 297.9' - 15" CMP @ 1.94%22.7' - 24" RCP@ 0.36%204.2' - 18" RCP@ 0.72%79.4' - 8" PVC@ 0.72%8" PVC170.8' - 12" LINED PIPE6" PVC6" PVC12" PVC300.6' - 12" PVC@ 0.47%119.3' - 1 2 " P V C @ 0.37%118.4' - 12" PVC@ 0.90%334.1' - 6" PVC@ 1.12%SOURCEUNKNOWN15" PVCSOURCEUNKNOWNSOURCEUNKNOWN24" RCP6" HDPE6" HDPESOURCEUNKNOWNSOURCEUNKNOWNTAX MAP 63 A 86AH.P. HOOD, INC.DEED BOOK 935 AT PAGE 739SANITARY SEWER MANHOLETOP = 746.0412" PVC INV IN = 738.0412" PVC INV OUT = 737.94SANITARY SEWER MANHOLETOP = 746.356" PVC INV IN = 733.854" PVC INV IN = 741.296" PVC INV OUT = 733.82TAX MAP 63 A 86AH.P. HOOD, INC.DEED BOOK 935 AT PAGE 739SANITARY SEWER MANHOLETOP = 747.2612" PVC INV IN = 736.5312" PVC INV OUT = 736.43SANITARY SEWER MANHOLETOP = 745.666" PVC INV IN = 730.096" PVC INV OUT = 729.89CONCRETECONCRETECONCRETECONCRETECONCRETEEXISTINGCONCRETETRAILER PARKINGHEADER CURBSIGNSIGNSIGNSANITARY SEWER MANHOLETOP = 726.848" PVC INV IN = 717.648" PVC INV OUT = 717.418" PVC INV OUT = 718.21TOP = 726.3712" LINED PIPE INV IN = 718.5412" LINED PIPE INV OUT = 718.51UTILITYVAULTEXISTINGSHEDEXISTINGTRUCK RESTSTOP AREAASPHALTROADSIGNLOT DIRECTIONSGRAVELGRAVELCONCRETESTOOPCONCRETESTOOPCONCRETESTOOPCONCRETESTOOPCONCRETESTOOPHEADER CURBCANOPYGRAVELROADGRAVELWOODED AREAWOODED AREAWOODED AREAGRAVELROADST73.6' - 15" C M P @ 1.11%STSTSTSTSTSTSTST302.4' - 24" RCP@ 0.36%725730735740740 7407 4 5 745 7227237247267277 2 8 729731732733734734734736737738739741741741742742743743744744 730735 740 740 740740 740728 729 731 73 2 733 734 736737738739 739 739 741 741 EXISTING BUILDING(±326,879 SF)STAIRS ANDPLATFORMFUELTANKSTORM STRUCTURETOP = 746.3015" CMP INV OUT = 744.0010" PVC INV IN = 746.75(PIPE ABOVE STRUCTURE)STORM STRUCTURETOP = 740.4215" CMP INV IN = 736.4915" CMP INV OUT = 736.39STORM STRUCTURETOP = 744.546" HDPE INV IN = 738.6415" CMP INV IN = 738.2115" CMP INV OUT = 737.01ELECTRICHANDHOLECONTROLPANELGRAVELGRAVELSTAIRS AND ENTRANCEGRAVELROADGRAVELROADGRAVELROADGRAVELROADLP W/18"CONC BASESTORM STRUCTURETOP = 747.6012" PVC INV IN = 744.4512" PVC INV OUT = 744.38STORM STRUCTURETOP = 747.6112" PVC INV OUT = 745.51STORM STRUCTURETOP = 739.6518" RCP INV IN = 733.6224" RCP INV OUT = 733.56STORM STRUCTURETOP = 738.8318" RCP INV OUT = 735.096" PVCSASASASASAPROCESS SEWERPER OWNERDOCUMENTSLIGHTEXISTING FIRE LINEEXISTING FIRE LINEUGEUGEUGEWWWWCONTRACTOR SHALL REMOVEOVERGROWTH, TREES, ETC.WITHIN THE EXISTNG POND LIMITSAND AROUND STORMWATER STRUCTURES.RESTORE POND TO ORIGINAL CONSTRUCTIONCONDITIONS. THIS SCOPE TO BE PERFORMEDBY OWNER THROUGH NORMAL SOP PRACTICES.DEMOLITION LEGEND DEMOLITION NOTES LIMITS OF EXISTING CONCRETEREMOVALLIMITS OF ASPHALT PAVEMENTMILL AND RESURFACELIMITS OF GRAVEL RAMPREMOVALFULL DEPTH SAW CUT LIMITS OF ASPHALT PAVEMENTREMOVALDENOTES ITEM TO BE REMOVEDDENOTES DEMOLITION ITEM SEEDEMOLITION NOTES THIS SHEETDENOTES ENTITY TO BEREMOVED * PLAN APPROVAL AND PRE-CONSTRUCTION MEETING R E Q U I R E D PR I O R T O D E M O L I T I ON. 1.REMOVE EXISTING XXXXXXXXXX CHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]XREF: 3410083201-CM-01 [..\1Models\3410083201-CM-01.dwg]XREF: 3410083201-CM-11 [..\1Models\3410083201-CM-11.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-110.dwg Layout Name: C-112 Feb 23, 2024 - 11:52am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.DEMOLITIONPLAN02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMHJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-112FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 0402061852 MATCHLINE - SEE SHEET C-111MATCHLING - SEE SHEET C-111DEMOLITION LEGENDDEMOLITION NOTESLIMITS OF GRAVEL REMOVAL1* PLAN APPROVAL AND PRE-CONSTRUCTION MEETING REQUIRED PRIOR TO DEMOLITION.1.REMOVE EXISTING STORM SEWER PIPING AND INLETS.2.REMOVE EXISTING CONCRETE SECTION.3.EXISTING GRAVEL SECTION TO BE RETAINED ONSITE AND REUSED.4.EXISTING SIGNS, AND BOLLARDS TO BE RETAINED ON SITE AND REUSED.5.CONTRACTOR SHALL COORDINATE WITH OWNER AND HASKELL TO VERIFY IF EXISTING FUEL TANK AND ALLAPPURTENANCES ARE TO BE REUSED AND RELOCATED OR REMOVED.6.REMOVE EXISTING ELECTRICAL LINES & APPURTENANCES. REFER TO ELECTRICAL FOR ADDITIONAL INFORMATION.7.EXISTING STAIRS TO BE RELOCATED. RETAIN ON SITE AND REUSE.8.RELOCATE EXISTING FIRE HYDRANT AND APPURTENANCES. SEE UTILITY PLAN FOR NEW LOCATION.9.EXISTING UNDER DRAIN TO BE REMOVED.CONTRACTOR SHALL COORDINATE WITH OWNER AND HASKELL CONSTRUCTION TEAM ON ITEMS TO BE RELOCATED ANDREUSED ON SITE PRIOR TO REMOVAL / DEMOLITION.ALL EXISTING IMPROVEMENTS WITHIN CONSTRUCTION LIMITS TO BE REMOVED. INCLUDING BUT NOT LIMITED TO, ALLUTILITIES, GUTTERS AND DOWNSPOUTS, GUARD RAILS, STRIPING, BOLLARDS, STAIRS AND ALL RELATED APPURTENANCES.CONTRACTOR SHALL RE-ROUTE ALL UTILITIES OUTSIDE OF THE BUILDING. ANY UTILITIES THAT ARE NOT REMOVED ORRELOCATED SHALL BE PROTECTED IN PLACE.LIMITS OF CONCRETE REMOVALDENOTES ITEM TO BE REMOVEDDENOTES DEMOLITION ITEM SEEDEMOLITION NOTES THIS SHEETDENOTES FULL DEPTH SAW CUT30600KEYMAPC-111C-112 DEC 12"DIA BRADFORD PEARDEC 12"DIA FORKED BRADFORD PEAREXISTING BUILDING(±326,879 SF)EX. 20' WASHINGTON GAS EASEMENTINSTRUMENT 140006318CONCRETEDRIVEWAYCONCRETEDRIVEWAYCONCRETEPATIOCONCRETEPADCONCRETEPADCONCRETEPADCONCRETEPADCONCRETEPADPOWER PANELPOWER POLETRANSFORMERSPROPERTY LINE75' BUILDING SETBACKEXISTINGSILOSGPROPOSED PROCESSBUILDING. 43.58' HEIGHT(4,619 SF)FFE = 752.40N:7093882.4467E:11571095.8779N:7093895.8086E:11571104.3527N:7093824.3190E:11571059.0105N:7093799.7705E:11571097.7153B2C-520A4C-521B4C-520A5C-521A2C-5218' 11.16'17.25'87.57'51.5'5.47'HEAVY-DUTYCONCRETE SILO PADSEE STRUCTURAL.CONC. RETAININGWALL. SEE STRUCTURALFLAT LANDINGMB-7D CONCRETE MEDIANBARRIER & CONCRETERETAINING WALL.CONCRETESIDEWALKMATCH EXISTINGCONCRETEHEAVY-DUTYCONCRETE SILO PADSEE STRUCTURAL.GRAVELRODENT STRIPDOOR PADADA NON VISUALWARNING MATMATCHEXISTINGHAND RAIL ATOPRETAINING WALL7'STAIRS5.47'5'52 L.F.CONC.RETAINING WALL.A3C-521RETAINING WALL TRANSITIONPOINT.43 L.F.CONC.RETAINING WALL.B4C-521CHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]XREF: 3410083201-CM-21 [..\1Models\3410083201-CM-21.dwg]XREF: 3410083201-CM-81 [..\1Models\3410083201-CM-81.dwg]XREF: 3410083201-CM-01 [..\1Models\3410083201-CM-01.dwg]XREF: 3410083201-CM-42 [..\1Models\3410083201-CM-42.dwg]XREF: 3410083201-CM-91 [..\1Models\3410083201-CM-91.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-120.dwg Layout Name: C-121 Feb 23, 2024 - 11:52am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.GEOMETRY PLAN02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMH04/21/23GMPF03/27/23OR#3 DPP PREVIEWE03/20/23PEER REVIEWDJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-12130600FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 0402061852 MATCHLINE - SEE SHEET C-122MATCHLING - SEE SHEET C-122SITE LEGENDKEYMAPC-121C-122HEAVY-DUTY CONCRETE PAVEMENTGRAVELLIGHT-DUTY CONCRETE PAVEMENTEXISTING PAVEMENTEXISTING BUILDINGPROPOSED BUILDINGMEDIUM-DUTY CONCRETE PAVEMENTFIRE LANE SIGN (TYPE D)DC4C-520A3C-520A3C-520A3C-520 SN YLD TO YARD TRAFFICSN PED CROSSINGSSMHTOP=723.22SN NO PARKINGAPPR0X FFEL DOOR 22752.51APPROX FFEL DOOR 23752.43SANSANSANTTTTTTTTWTRWTR SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSASASASA341.6'341.6'353.3'353.3'79.4' - 8" PVC@ 0.72%8" PVC170.8' - 12" LINED PIPE6" PVC6" PVC12" PVC300.6' - 12" PVC@ 0.47%119.3' - 1 2 " P V C @ 0.37%334.1' - 6" PVC@ 1.12%TAX MAP 63 A 86AH.P. HOOD, INC.DEED BOOK 935 AT PAGE 739SANITARY SEWER MANHOLETOP = 746.0412" PVC INV IN = 738.0412" PVC INV OUT = 737.94SANITARY SEWER MANHOLETOP = 746.356" PVC INV IN = 733.854" PVC INV IN = 741.296" PVC INV OUT = 733.82TAX MAP 63 A 86AH.P. HOOD, INC.DEED BOOK 935 AT PAGE 739SANITARY SEWER MANHOLETOP = 747.2612" PVC INV IN = 736.5312" PVC INV OUT = 736.43SANITARY SEWER MANHOLETOP = 745.666" PVC INV IN = 730.096" PVC INV OUT = 729.89CONCRETECONCRETECONCRETECONCRETECONCRETEEXISTINGCONCRETETRAILER PARKINGSANITARY SEWER MANHOLETOP = 726.848" PVC INV IN = 717.648" PVC INV OUT = 717.418" PVC INV OUT = 718.21TOP = 726.3712" LINED PIPE INV IN = 718.5412" LINED PIPE INV OUT = 718.51UTILITYVAULTEXISTINGSHEDEXISTINGTRUCK RESTSTOP AREAASPHALTROADWOODED AREAWOODED AREAWOODED AREAEXISTING BUILDING(±326,879 SF)SASASASASAPROCESS SEWERPER OWNERDOCUMENTSUGEUGEUGEWWWPRPOPSED ASRSBUILDING EXPANSION85.5' HEIGHT(25,500 SF)FFE = 752.51& ASRS = 741.34N:7094448.8689E:11571840.1466R 1 0 0 ' R 1 2 0 ' R300'R320' R10'DDDDDDDDDS-1S-2S-3S-4S-5S-6S-7S-8S-9D2C-520B4C-520B4C-520D2C-520D3C-520D4C-520A3C-520A4C-521A3C-520A3C-520B5C-520A5C-521D5C-520D4C-520A3C-520B2C-520B2C-52020'13'4 1 . 6 7 ' 20'48'12'341.5'26'36.22'80'7.33'7.65'74.67'17.25'36.25'20.25'48" DOCKSHEAVY-DUTYCONCRETEPAVEMENTHAND RAILCONCRETESIDEWALKGRAVELRODENT STRIPCONCRETEDOOR PADGRAVELRODENT STRIPEXISTING ASPHALTPAVEMENTGRAVEL PAVEMENTFIRE ACCESS ROAD6" HEADER CURBMATCH EXISTINGRODENT STRIPMATCH EXISTING(9) BOLLARDS@ 5' OCHEAVY-DUTYCONCRETE PAVEMENTDIESEL TANK W/ 6"CONTAINMENT CURBCONCRETEREFRIGERATION PADSEE STRUCTURAL41 L.F. GUARDRAIL30 L.F.GUARDRAILDOCK GORESTRIPINGSIDEWALKPLEASE SEE NOTE 1ON SHEET C-122 FORFUEL ISLAND SPECIFICATIONSGRAVEL PAVEMENTFIRE ACCESS ROADMATCHEXISTINGMATCHEXISTINGMATCHEXISTINGDOCK GORESTRIPINGR50'25.95'4.88'33.32'17.83'○○○○○6'CHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]XREF: 3410083201-CM-21 [..\1Models\3410083201-CM-21.dwg]XREF: 3410083201-CM-81 [..\1Models\3410083201-CM-81.dwg]XREF: 3410083201-CM-01 [..\1Models\3410083201-CM-01.dwg]XREF: 3410083201-CM-42 [..\1Models\3410083201-CM-42.dwg]XREF: 3410083201-CM-91 [..\1Models\3410083201-CM-91.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-120.dwg Layout Name: C-122 Feb 23, 2024 - 11:52am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.GEOMETRY PLAN02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMH04/21/23GMPF03/27/23OR#3 DPP PREVIEWE03/20/23PEER REVIEWDJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-122FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 0402061852 MATCHLINE - SEE SHEET C-121MATCHLING - SEE SHEET C-121SITE LEGENDHEAVY-DUTY CONCRETE PAVEMENTGRAVELLIGHT-DUTY CONCRETE PAVEMENTEXISTING PAVEMENTEXISTING BUILDINGPROPOSED BUILDINGMEDIUM-DUTY CONCRETE PAVEMENT306001.THE FUEL ISLAND SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE CHAPTER 23MOTOR FUEL-DISPENSING FACILITIES.2.THE FIRE ACCESS ROADWAY SHALL REMAIN OPEN AND UN-OBSTRUCTED AT ALL TIMES. IF AT ANY TIMEGATES, CHAINS, ETC. ARE PLACED TO RESTRICT ACCESS TO THE FIRE ACCESS ROADWAY, THE FREDERICKCOUNTY FIRE MARSHAL SHALL BE PROVIDED ACCESS TO THESE GATES, LOCKS, ETC.GEOMETRY NOTESFIRE LANE SIGN (TYPE D)DC4C-520KEYMAPC-121C-122A3C-520A3C-520A3C-520 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDEC 12"DIA BRADFORD PEARDEC 12"DIA FORKED BRADFORD PEARLP 2.5' DIA6"HDPE"INV=749.986"HDPE"INV=750.03LP 2.5'DIA24"CMP"INV=736.3824"CMP"INV=737.586"PVC"INV=738.7210"PVC"INV=740.24OHEUGEUGEUGEUGEUGEUGEUGEUGEUGEBOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIA101.4' - 15" PVC @ 4.31% 66.1' - 18" RCP @ 2.23% 3 3 . 0 ' - 2 4 " C M P @ 3 . 6 3 %SOURCEUNKNOWN13.1' - 6" HDPE@ 0.41%10" PVCSOURCEUNKNOWNEXISTING BUILDING(±326,879 SF)EX. 20' WASHINGTON GAS EASEMENTINSTRUMENT 140006318CONCRETEDRIVEWAYCONCRETEDRIVEWAYCONCRETEPATIOCONCRETEPADCONCRETEPADCONCRETEPADCONCRETEPADCONCRETEPADPOWER PANELPOWER POLETRANSFORMERS59.7' - 15" PVC @ 2.66% 57.4' - 15" PVC @ 2.66%PROPERTY LINE75' BUILDING SETBACK6" PVCSTORM STRUCTURETOP = 748.6815" PVC INV IN = 743.2915" PVC INV OUT = 743.39STORM STRUCTURETOP = 743.8415" PVC INV IN = 739.0218" RCP INV OUT = 739.00STORM STRUCTURETOP = 743.9712" PVC INV OUT = 738.72PREVIOUSLY PERMITTEDSILO TANK ANDALCOVE BUILDING. UNDERCONSTRUCTION.EXISTINGSILOSGSANPROPOSED PROCESSBUILDING. 43.58' HEIGHT(4,619 SF)FFE = 752.40N:7093882.4467E:11571095.8779N:7093895.8086E:11571104.3527N:7093824.3190E:11571059.0105N:7093799.7705E:11571097.7153CHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]XREF: 3410083201-CM-21 [..\1Models\3410083201-CM-21.dwg]XREF: 3410083201-CM-01 [..\1Models\3410083201-CM-01.dwg]XREF: 3410083201-CM-91 [..\1Models\3410083201-CM-91.dwg]XREF: 3410083201-CM-81 [..\1Models\3410083201-CM-81.dwg]XREF: 3410083201-CM-31 [..\1Models\3410083201-CM-31.dwg]XREF: 3410083201-CM-42 [..\1Models\3410083201-CM-42.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-130.dwg Layout Name: C-131 Feb 23, 2024 - 11:53am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.UTILITY PLAN02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMHJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-13130600FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 0402061852 MATCHLINE - SEE SHEET C-132MATCHLING - SEE SHEET C-132UTILITY LEGENDUTILITY NOTESWATER MAINOHEELECTRICAL LINE (OVERHEAD)FIBER OPTIC LINEPROCESS SEWERGASGASGAS LINEOILY WASTE SEWERUGEFMFFUGFIRE WATER LINEGAS LINE (UNDERGROUND)SANITARY SEWERFORCE MAINELECTRICAL LINE (UNDERGROUND)ELECTRICAL LIGHT STANDARD1.EXISTING UTILITIES SHOWN HEREIN ARE BASED ON AVAILABLE RECORDS AND FIELD INVESTIGATIONS. THE CONTRACTORSHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES PRIOR TO EXCAVATION WITHIN WORK AREAS. THEENGINEER SHALL BE NOTIFIED UPON DISCOVERY OF ANY DISCREPANCIES THAT WILL AFFECT INSTALLATION OF WORK ORDISCOVERY OF UNCHARTED UTILITIES WHICH MAY REQUIRE RELOCATION. NOTIFICATION SHALL BE DONE IN A TIMELYMANNER.2.WHERE APPLICABLE, THE CONTRACTOR SHALL MAINTAIN ALL FENCING, SIGNS, DETOURS, FLAGMEN, SIGNALS, ETC., FORANY OPEN TRENCHES, HOLES OR PITS. ALL TRENCHES, HOLES OR PITS SHALL BE CLOSED OR PROTECTED BY BARRICADESAT THE END OF THE DAY.3.ALL VALVE BOXES, METER BOXES, VAULTS, CLEANOUTS, MANHOLE COVERS, FIRE HYDRANTS AND OTHER APPURTENANCESTHAT ARE TO REMAIN IN SERVICE WITHIN THE PROJECT AREA SHALL BE ADJUSTED TO CONFORM TO FINISHED GRADE.4.ALL PVC SANITARY SEWER PIPE SHALL BE SDR-35 FOR DEPTHS TO TWELVE FEET (12') AND SDR-26 FOR DEPTHS OVERTWELVE FEET (12') UNLESS SPECIFIED OTHERWISE ON THESE PLANS.5.REFERENCE UTILITY DETAILS FOR ALL APPURTENANCES, PIPE EMBEDMENT AND BEDDING SPECIFICATIONS. IN AREASWHERE THE LOCAL AUTHORITY HAVING JURISDICTION HAS SPECIFIC DETAILS AND GENERAL STANDARDS, THOSESTANDARDS SHALL GOVERN.6.POST INDICATOR VALVE (PIV) MUST BE MONITORED BY THE FIRE ALARM MONITORING COMPANY SINCE IT HAS BEEN MOVED.FIRE LANE STRIPINGWWKEYMAPC-131C-132 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW36" RCPINV=719.4736" RCPINV=719.4536" RCPINV=721.1136" RCPINV=721.13SN YLD TO YARD TRAFFICSN PED CROSSING48"RCP"INV=726.038'X0.50'" ORIFICEINV=732.0636"CMP"INV=726.7848"RCP"INV=727.0036"CMP"INV=726.8024"RCP"INV=726.9615"PVC"INV=729.8015"PVC"INV=729.7915"PVC"INV=729.7815"PVC"INV=729.5924"RCP"INV=727.2015"PVC"INV=729.9015"PVC"INV=729.8915"PVC"INV=729.8715"PVC"INV=729.85SSMHTOP=723.22LP W/30"CONC BASELP W/30"CONC BASESN NO PARKING24"RCP"INV=734.2930"RCP"INV=732.1524"RCP"INV=732.416"HDPE"INV=738.736"HDPE"INV=738.36LP W/36"CONC BASELP W/36"CONC BASEWVWVFHLP 30INDIALP 30INDIAAPPR0X FFEL DOOR 22752.51APPROX FFEL DOOR 23752.4330"RCP"INV=731.6615"PVC"INV=746.0315"CMP"INV=735.2524"CMP"INV=736.3824"CMP"INV=737.58WUGEUGEUGEUGEWWWWWWWWWWWUGEUGEUGEUGEWWWWUGEWTRWTR WVWVWVWVHYDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSASASASAUGEUGEUGEUGE84.4' - 36" RCP@ 1.96%84.4' - 36" RCP@ 1.97%31.9' - 48" RCP@ 3.03%36" CMP36" CMP51.7' - 30" RCP@ 0.94%33.0' - 24" CMP@ 3.63%22.7' - 24" RCP@ 0.36%204.2' - 18" RCP@ 0.72%79.4' - 8" PVC@ 0.72%8" PVC170.8' - 12" LINED PIPE6" PVC6" PVC12" PVC300.6' - 12" PVC@ 0.47%119.3' - 1 2 " P V C @ 0.37%118.4' - 12" PVC@ 0.90%334.1' - 6" PVC@ 1.12%SOURCEUNKNOWN15" PVCSOURCEUNKNOWNSOURCEUNKNOWN24" RCP6" HDPE6" HDPESOURCEUNKNOWNSOURCEUNKNOWNSANITARY SEWER MANHOLETOP = 746.0412" PVC INV IN = 738.0412" PVC INV OUT = 737.94SANITARY SEWER MANHOLETOP = 746.356" PVC INV IN = 733.854" PVC INV IN = 741.296" PVC INV OUT = 733.82SANITARY SEWER MANHOLETOP = 747.2612" PVC INV IN = 736.5312" PVC INV OUT = 736.43SANITARY SEWER MANHOLETOP = 745.666" PVC INV IN = 730.096" PVC INV OUT = 729.89CONCRETECONCRETECONCRETECONCRETECONCRETEEXISTINGCONCRETETRAILER PARKINGSANITARY SEWER MANHOLETOP = 726.848" PVC INV IN = 717.648" PVC INV OUT = 717.418" PVC INV OUT = 718.21TOP = 726.3712" LINED PIPE INV IN = 718.5412" LINED PIPE INV OUT = 718.51UTILITYVAULTEXISTINGSHEDEXISTINGTRUCK RESTSTOP AREAASPHALTROADWOODED AREAWOODED AREAWOODED AREA73.6' - 15" C M P @ 1.11%302.4' - 24" RCP@ 0.36%725730740740 7407 4 5 745 7227237247267277 2 8 729731737738739741741741742742743743744744 735740 734 736737738739 EXISTING BUILDING(±326,879 SF)STORM STRUCTURETOP = 747.6012" PVC INV IN = 744.4512" PVC INV OUT = 744.38STORM STRUCTURETOP = 747.6112" PVC INV OUT = 745.51STORM STRUCTURETOP = 739.6518" RCP INV IN = 733.6224" RCP INV OUT = 733.56STORM STRUCTURETOP = 738.8318" RCP INV OUT = 735.096" PVCSASASASASAPROCESS SEWERPER OWNERDOCUMENTSUGEUGEUGEWWWWPRPOPSED ASRSBUILDING EXPANSION85.5' HEIGHT(25,500 SF)FFE = 752.51& ASRS = 741.34N:7094448.8689E:11571840.1466F46 LF OF 6" DUCTILE IRONCLASS 52 AWWA C1511 - 8x6" TAPPING SLEEVE& VALVE. REMOVE VALVESTEM AND BOX AFTERCONSTRUCTION PRIOR TOPLACING PAVEMENT1 - MONITOREDPOST INDICATORVALVEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE9 LF OF 6" DUCTILE IRONCLASS 52 AWWA C1511 - 8"x6" TAPPING SLEEVE& VALVE. REMOVE VALVESTEM AND BOX AFTERCONSTRUCTION PRIOR TOPLACING PAVEMENT.1 - FIRE HYDRANT ASSEMBLY(RELOCATED)4 - BOLLARDSF1 - FIRE HYDRANTASSEMBLY (RELOCATED)4 - BOLLARDS39 LF OF 6" DUCTILE IRONCLASS 52 AWWA C151A5C-530A5C-530A2C-5301 - 8x6" TAPPING SLEEVE& VALVE. REMOVE VALVESTEM AND BOX AFTERCONSTRUCTION PRIOR TOPLACING PAVEMENTDDDDDDDDDS-1S-2S-3S-4S-5S-6S-7S-8S-9○○○○○CHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]XREF: 3410083201-CM-21 [..\1Models\3410083201-CM-21.dwg]XREF: 3410083201-CM-01 [..\1Models\3410083201-CM-01.dwg]XREF: 3410083201-CM-91 [..\1Models\3410083201-CM-91.dwg]XREF: 3410083201-CM-81 [..\1Models\3410083201-CM-81.dwg]XREF: 3410083201-CM-31 [..\1Models\3410083201-CM-31.dwg]XREF: 3410083201-CM-42 [..\1Models\3410083201-CM-42.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-130.dwg Layout Name: C-132 Feb 23, 2024 - 11:53am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.UTILITY PLAN02/23/24RCPIQ01/22/24RCPIP01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMHJOSHUA R. HOUGH, P.E. RCPI CIVIL ENGINEER JRHMSLC-13230600FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 0402061852 MATCHLINE - SEE SHEET C-131MATCHLING - SEE SHEET C-131UTILITY LEGENDWATER MAINOHEELECTRICAL LINE (OVERHEAD)FIBER OPTIC LINEPROCESS SEWERGASGASGAS LINEOILY WASTE SEWERUGEFMFFUGFIRE WATER LINEGAS LINE (UNDERGROUND)SANITARY SEWERFORCE MAINELECTRICAL LINE (UNDERGROUND)ELECTRICAL LIGHT STANDARDFIRE LANE STRIPINGWWUTILITY NOTES1.EXISTING UTILITIES SHOWN HEREIN ARE BASED ON AVAILABLE RECORDS AND FIELD INVESTIGATIONS. THE CONTRACTORSHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES PRIOR TO EXCAVATION WITHIN WORK AREAS. THEENGINEER SHALL BE NOTIFIED UPON DISCOVERY OF ANY DISCREPANCIES THAT WILL AFFECT INSTALLATION OF WORK ORDISCOVERY OF UNCHARTED UTILITIES WHICH MAY REQUIRE RELOCATION. NOTIFICATION SHALL BE DONE IN A TIMELYMANNER.2.WHERE APPLICABLE, THE CONTRACTOR SHALL MAINTAIN ALL FENCING, SIGNS, DETOURS, FLAGMEN, SIGNALS, ETC., FORANY OPEN TRENCHES, HOLES OR PITS. ALL TRENCHES, HOLES OR PITS SHALL BE CLOSED OR PROTECTED BY BARRICADESAT THE END OF THE DAY.3.ALL VALVE BOXES, METER BOXES, VAULTS, CLEANOUTS, MANHOLE COVERS, FIRE HYDRANTS AND OTHER APPURTENANCESTHAT ARE TO REMAIN IN SERVICE WITHIN THE PROJECT AREA SHALL BE ADJUSTED TO CONFORM TO FINISHED GRADE.4.ALL PVC SANITARY SEWER PIPE SHALL BE SDR-35 FOR DEPTHS TO TWELVE FEET (12') AND SDR-26 FOR DEPTHS OVERTWELVE FEET (12') UNLESS SPECIFIED OTHERWISE ON THESE PLANS.5.REFERENCE UTILITY DETAILS FOR ALL APPURTENANCES, PIPE EMBEDMENT AND BEDDING SPECIFICATIONS. IN AREASWHERE THE LOCAL AUTHORITY HAVING JURISDICTION HAS SPECIFIC DETAILS AND GENERAL STANDARDS, THOSESTANDARDS SHALL GOVERN.6.POST INDICATOR VALVE (PIV) MUST BE MONITORED BY THE FIRE ALARM MONITORING COMPANY SINCE IT HAS BEEN MOVED.KEYMAPC-131C-132 WWWWWWWWWWWWWWWWWWSTST6"HDPE"INV=749.986"HDPE"INV=750.03LP 2.5'DIAOHEUGEUGEUGEUGEUGEUGEUGEBOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIA101.4' - 15" PVC@ 4.31%13.1' - 6" HDPE@ 0.41%EXISTING BUILDING(±326,879 SF)CONCRETEDRIVEWAYCONCRETEDRIVEWAYCONCRETEPATIOCONCRETEPADCONCRETEPADCONCRETEPADGRAVELGRAVELGRAVELGRAVELPAVERSCONCRETESIDEWALKCONCRETESIDEWALKCONCRETEPADCONCRETEPADAMMONIA TANK(TYP)HEADER CURBPOWER PANELPOWER POLETRANSFORMERSTRUCK SCALEST59.7' - 15" PVC@ 2.66%ST57.4' - 15" PVC@ 2.66%STORM STRUCTURETOP = 748.6815" PVC INV IN = 743.2915" PVC INV OUT = 743.39EXISTINGSILOSCAUTION:EXISTING GAS LINE THIS AREAASSUMNED TO BE ABANDONED PERCLIENT INPUT. CONTRACTORTO VERIYF IF LINE IS ACTIVE.IF LINE IS ABANDONED, CUTCAP, AND REMOVE. NOTIFY ENGINEERIF LINE IS ACTIVE.GSANPROPOSED PROCESSBUILDING. 43.58' HEIGHT(4,619 SF)FFE = 752.40N:7093882.4467E:11571095.8779N:7093895.8086E:11571104.3527N:7093824.3190E:11571059.0105N:7093799.7705E:11571097.7153SEE INSET "A"THIS SHEETST-200ST-201STP-200ST-203ST-204STP-203ST-205STP-204 ST-206STP-205ST-123ST-124STP-114ST-125STP-115 ST-126STP-116STP-202CONCRETE ENCASE EXSITINGSANITARY LINE AND NEWSTORM SEWER LINE. 5'X5'ENCASEMENT.EXISTING 4" SANITARY INV = 748.51±15" STORM INV = 749.44CONTRACTOR SHALL FIELDVERIFY EXISTING FINISHEDFLOOR ELEVATIONS. NOTIFYENGINEER OF RECORD OFANY DISCREPANCIES.STRUCTURE TABLESTRUCTURE NAMEST-123ST-124ST-125ST-126ST-200ST-201ST-203ST-204ST-205ST-206TOP ELEV.751.88752.88753.10750.00752.10752.25751.75756.13752.06751.67PIPES IN748.40 (NE)748.10 (SE)747.30 (SE)749.55 (NE)749.20 (N)748.30 (NE)747.60 (SE)745.25 (SW)PIPES OUT748.60 (SW)748.40 (NW)748.10 (NW)749.65 (SW)749.55 (S)748.50 (SW)748.30 (NW)745.50 (NE)DESCRIPTION18" NYLOPLAST INLET WITHTRAFFIC RATED GRATE18" NYLOPLAST INLET WITHTRAFFIC RATED SOLID TOP.15" NYLOPLAST "T"WITH SOLID TOP15" NYLOPLAST INLET WITHTRAFFIC RATED GRATE15" NYLOPLAST INLET WITHTRAFFIC RATED GRATE15" NYLOPLAST INLET WITHTRAFFIC RATED GRATE. FIELDLOCATE TO AVOID EXISTING SANITARYSEWER AND BUILDING FOOTINGS.18" NYLOPLAST INLET WITHTRAFFIC RATED GRATE18" NYLOPLAST INLET WITHTRAFFIC RATED SOLID TOP. FIELDLOCATE TO AVOID EXISTING BUILDINGFOOTINGS.48" DIA. CONCRETEMANHOLE48" DIA. CONCRETEMANHOLEPIPE TABLEPIPE IDSTP-114STP-115STP-116STP-200STP-202STP-203STP-204STP-205UP/STREAMSTRUCTUREST-123ST-124ST-125ST-200ST-201ST-203ST-204ST-205DOWN/STREAMSTRUCTUREST-124ST-125ST-126ST-201ST-203ST-204ST-205ST-206LENGTH (FT)35838429373712033PIPESIZE (IN)15"15"15"15"15"15"15"15"PIPEMATERIALHP STORM PPHP STORM PPHP STORM PPHP STORM PPHP STORM PPHP STORM PPHP STORM PPHP STORM PPSLOPE(%)0.57%0.36%0.95%0.34%0.95%0.54%0.59%0.76%UP/STREAMINVERT (FT)748.60748.40748.10749.65749.55748.50748.30745.50DOWN/STREAMINVERT (FT)748.40748.10747.30749.55749.20748.30747.60745.25WWWWWWWWWWWWWSTSTSTST6"HDPE"INV=749.986"HDPE"INV=750.03LP 2.5'DIAOHEOHEOHEOHEOHEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEBOL 9"DIABOL 9"DIA13.1' - 6" HDPE@ 0.41%CONCRETEPATIOCONCRETEPADCONCRETEPADCONCRETEPADCONCRETEPADCONCRETEPADPOWER POLETRANSFORMERSSTSTSTST59.7' - 15" PVC @ 2.66%STSTSTST57.4' - 15" PVC @ 2.66%STORM STRUCTURETOP = 748.6815" PVC INV IN = 743.2915" PVC INV OUT = 743.39GGGSANSANSANSANSANPROPOSED PROCESSBUILDING. 43.58' HEIGHT(4,619 SF)FFE = 752.40N:7093824.3190E:11571059.0105ST-200ST-201STP-200ST-203ST-204STP-203ST-205STP-204 ST-206STP-205ST-123ST-124STP-114ST-125STP-115 ST-126STP-116 ROOF DRAINCONNECTION (TYP.)A3C-521STP-2024" SDR-36 PVC LEADER4" CLEAN OUT4" 45° BEND4"x12" WYE6" CLEAN OUTINV = 747.8050 L.F. 12" SDR-35PVC @ 2.80%4" SDR-36 PVC LEADER4" CLEAN OUT4" 45° BEND4"x12" WYEINV = 749.00INV = 749.00CONNECT TOEXISTING 15"PVC AT INV = 746.50CAP EXISTING15" PVCCONNECT TOEXISTING ROOF12" DRAIN12" INV = 753.85CONNECT TOEXISTING ROOFDRAIN. FIELD VERIFYINV = 750.00FIELD VERIFY756.16 EX754.22 EX754.67 EX754751 752 751751752755.74 EX755.28 EXFFE = 752.404.0%756.80 TW752.25 GR752.33752.38752.14752.20752.11752.10 GR752.33752.33752.28752.38752.25751.75 GR3.4%SILO PAD =753.40750.00 GR751.67 GR756.50 TW756.50 BW753.40 TW752.88 BW753.40 TW752.38 BW754.67 TW1.1%0.9%0.9%0.5%0 . 5%1.6%0. 6%1.5%1.4%752.06 GR751.88 GR752.40756.10755.40 TW753.40 BW752.88 BW756.60 TW752.38753.40 BW755.40 TW752.3821.1% 21.3%11.7%751.88751.82752.40752.40752.40752.28752.28752.38751.82752.16753.40 BW755.40 TW1.1%754.33754.22753.40 TW752.38 BW755.40 TW754.40754.66752.88 BW752.33756.09 BW756.09 TW752.88 BW752.283.4%756.10753.56 EX753.55753.60 EX752.20 EX752.11 EX752.14 EX2.1%753.46753.56753.56 EX753.60753.5614. 0 %755.84756.00756.21 EX756.20752.52753.65755.84752.88 BW756.60 TW752.00 BW756.30 TW755.40753.65CHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]XREF: 3410083201-CM-81 [..\1Models\3410083201-CM-81.dwg]XREF: 3410083201-CM-91 [..\1Models\3410083201-CM-91.dwg]XREF: 3410083201-CM-01 [..\1Models\3410083201-CM-01.dwg]XREF: 3410083201-CM-42 [..\1Models\3410083201-CM-42.dwg]XREF: 3410083201-CM-21 [..\1Models\3410083201-CM-21.dwg]XREF: 3410083201-CM-41 [..\1Models\3410083201-CM-41.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-140.dwg Layout Name: C-141 Feb 23, 2024 - 11:54am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.GRADING ANDDRAINAGE PLAN02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMH04/21/23GMPFJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-14130600FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 0402061852MATCHLINE - SEE SHEET C-142MATCHLING - SEE SHEET C-1421.ALL ADS HP STORM PIPE AND FITTINGS SHALL CONFORM TO ADS SPECIFICATIONS.2.THE TESTING AGENCY WILL INSPECT AND TEST SUBGRADES AND EACH FILL OR BACKFILL LAYER. CONTRACTOR SHALLPROCEED WITH SUBSEQUENT EARTHWORK ONLY AFTER TEST RESULTS FOR PREVIOUSLY COMPLETED WORK COMPLYWITH REQUIREMENTS. TESTING AGENCY SHALL BE HIRED BY OWNER OR CONTRACTOR3.IF THE TESTING AGENCY REPORTS THAT SUBGRADES, FILLS, OR BACKFILLS HAVE NOT ACHIEVED DEGREE OF COMPACTIONSPECIFIED, SCARIFY AND MOISTEN OR AERATE, OR REMOVE AND REPLACE SOIL TO DEPTH REQUIRED; RECOMPACT ANDRETEST UNTIL SPECIFIED COMPACTION IS OBTAINED.4.A DESIGN MODEL OF THE PROPOSED GRADING FOR THIS PROJECT HAS BEEN COMPLETED. USE OF THIS MODEL FORCONSTRUCTION MUST BE APPROVED BY THE ENGINEER.5.CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL DRAINAGE PRECAST STRUCTURES AND MANHOLES. SHOPDRAWINGS SHALL INCLUDE AT A MINIMUM STRUCTURE INVERT, TOP, INLET/OUTLET CONFIGURATION, PROFILE AND PLANVIEW, AND LOADING SPECIFICATION.GRADING & DRAINAGE LEGENDGRADING & DRAINAGE NOTESSTORM SEWER TABLES 0.00 EXEXISTING SPOT ELEVATION0.00PROPOSED SPOT ELEVATION0.00 TCPROPOSED TOP OF CURB0.00 HPPROPOSED HIGH POINT ELEVATION0.00 GRGRATE ELEVATIONST-XXPROPOSED STORM STRUCTUREP-XXPROPOSED STORM PIPEOUTLET PROTECTION100YR FLOW PATHNOTE: ALL SHADED STORM PIPES AND STRUCTURES NOT WITHIN RIGHT OF WAY ARE PRIVATE UNLESS OTHERWISE NOTED. (TYP.)INSET "A"1"=10'GRADING AND DRAINAGE PLAN1"=30'10200TRENCHING NOTESNOTES PER SECTION SECTION 4VAC50-30-40 - RENUMBERED AS 9VAC25-840-401.UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TOOTHER APPLICABLE CRITERIA:2.NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.3.EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.4.EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENTTRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OROFF-SITE PROPERTY.5.MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION ANDPROMOTE STABILIZATION.6.RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER.7.APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH.KEYMAPC-141C-142 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSTSTSTSTST36" RCPINV=719.4736" RCPINV=719.4536" RCPINV=721.1136" RCPINV=721.1348"RCP"INV=726.038'X0.50'" ORIFICEINV=732.0636"CMP"INV=726.7848"RCP"INV=727.0036"CMP"INV=726.8024"RCP"INV=726.9615"PVC"INV=729.8015"PVC"INV=729.7915"PVC"INV=729.7815"PVC"INV=729.5924"RCP"INV=727.2015"PVC"INV=729.9015"PVC"INV=729.8915"PVC"INV=729.8715"PVC"INV=729.85SSMHTOP=723.22LP W/30"CONC BASELP W/30"CONC BASE24"RCP"INV=734.2930"RCP"INV=732.1524"RCP"INV=732.416"HDPE"INV=738.736"HDPE"INV=738.36LP W/36"CONC BASELP W/36"CONC BASEWVWVFHLP 30INDIALP 30INDIAAPPR0X FFEL DOOR 22752.51APPROX FFEL DOOR 23752.4330"RCP"INV=731.6615"PVC"INV=746.0315"CMP"INV=735.25TTTTWUGEUGEUGEUGEWWWWWWWWWWWUGEUGEUGETTTTWWWWUGEWTRWTR WVWVWVWVHYDSTSTSTSTSTSTSTSTSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSASASASAUGEUGEUGEUGEST341.6'341.6'353.3'353.3'84.4' - 36" RCP@ 1.96%84.4' - 36" RCP@ 1.97%31.9' - 48" RCP@ 3.03%36" CMP36" CMP51.7' - 30" RCP@ 0.94%22.7' - 24" RCP@ 0.36%204.2' - 18" RCP@ 0.72%79.4' - 8" PVC@ 0.72%8" PVC170.8' - 12" LINED PIPE6" PVC6" PVC12" PVC300.6' - 12" PVC@ 0.47%119.3' - 1 2 " P V C @ 0.37%118.4' - 12" PVC@ 0.90%334.1' - 6" PVC@ 1.12%15" PVCSOURCEUNKNOWNSOURCEUNKNOWN24" RCP6" HDPE6" HDPESOURCEUNKNOWNSOURCEUNKNOWNTAX MAP 63 A 86AH.P. HOOD, INC.DEED BOOK 935 AT PAGE 739SANITARY SEWER MANHOLETOP = 746.0412" PVC INV IN = 738.0412" PVC INV OUT = 737.94SANITARY SEWER MANHOLETOP = 746.356" PVC INV IN = 733.854" PVC INV IN = 741.296" PVC INV OUT = 733.82TAX MAP 63 A 86AH.P. HOOD, INC.DEED BOOK 935 AT PAGE 739SANITARY SEWER MANHOLETOP = 747.2612" PVC INV IN = 736.5312" PVC INV OUT = 736.43SANITARY SEWER MANHOLETOP = 745.666" PVC INV IN = 730.096" PVC INV OUT = 729.89CONCRETECONCRETECONCRETECONCRETECONCRETEEXISTINGCONCRETETRAILER PARKINGHEADER CURBSIGNSIGNSIGNSANITARY SEWER MANHOLETOP = 726.848" PVC INV IN = 717.648" PVC INV OUT = 717.418" PVC INV OUT = 718.21TOP = 726.3712" LINED PIPE INV IN = 718.5412" LINED PIPE INV OUT = 718.51UTILITYVAULTEXISTINGSHEDEXISTINGTRUCK RESTSTOP AREAASPHALTROADSIGNLOT DIRECTIONSGRAVELGRAVELCONCRETESTOOPCONCRETESTOOPCONCRETESTOOPCONCRETESTOOPCONCRETEHEADER CURBCANOPYGRAVELWOODED AREAWOODED AREAWOODED AREAGRAVELROADST73.6' - 15" C M P @ 1.11%STSTSTSTSTSTSTST302.4' - 24" RCP@ 0.36%725730735740740 7407 4 5 745 7227237247267277 2 8 729731732733734734734736737738739741741741742742743743744744 735 740 740740 73 2 73 3 734 736737738739 EXISTING BUILDING(±326,879 SF)STORM STRUCTURETOP = 747.6012" PVC INV IN = 744.4512" PVC INV OUT = 744.38STORM STRUCTURETOP = 747.6112" PVC INV OUT = 745.51STORM STRUCTURETOP = 739.6518" RCP INV IN = 733.6224" RCP INV OUT = 733.56STORM STRUCTURETOP = 738.8318" RCP INV OUT = 735.09SASASASASAPROCESS SEWERPER OWNERDOCUMENTSEXISTING FIRE LINEEXISTING FIRE LINEUGEUGEUGEWWWWPRPOPSED ASRSBUILDING EXPANSION85.5' HEIGHT(25,500 SF)FFE = 752.51& ASRS = 741.34N:7094448.8689E:11571840.1466SEE INSET "A"SHEET C-143SEE INSET "B"SHEET C-143ST-100ST-101STP-100ST-103STP-101 ST-104STP-103 ST-105STP-104ST-110ST-102STP-110ST-112ROOF DRAINCONNECTION (TYP.)48 L.F. ABT TRENCHDRAINWITH TRASH BUCKET.ST-127ST-129STP-127 STP-129ST-128STP-102RAISE TOP TO MATCHNEW PAVEMENT GRADEA1C-540TIE INTO EXISTINGSTORM SYSTEMC3C-540STP-128 TIE INTO EXISTINGSTORM SYSTEMST-131ST-132STP-119STP-12074574174 2 74 3 74 4 741.40 EX742.20743.02 EX742.04 EX2. 5 %743.63 EX745.90 EX2.1%744.16743.16741.31746.43 EXFFE =752.51FFE =741.34FFE =752.513.1%745.35 EX744.90 EX744.45 EX743.93 EX743.36 EX742.86 EX742.39 EX741.71 EX738.61 EX738.28 EX748.40 EX748.61 EX748.22 EX748.52 EX748.62 EX742.70 TW741.34 BW742.60MIRAFI TM SERIESREINFORCEMENT MATS SHALLBE PLACED ON ALL SIDE SLOPESGREATER THAN 3H:1V.749.24 EX747.79 EX742.20737.20737.09738743.37737.20 EX737.09 EXCONTRACTOR SHALL FIELDVERIFY EXISTING FINISHEDFLOOR ELEVATIONS. NOTIFYENGINEER OF RECORD OFANY DISCREPANCIES.5' SHOULDERAT 2% SLOPE.741.21744.06743.06MATCH EXISTINGCURB LINE744.19 EX746747750747748749 742.20741.55742.203:1741.55741.30741.55740.75741.36741.30741.55741.55741.55STRUCTURE TABLESTRUCTURE NAMEST-100ST-101ST-102ST-103ST-104ST-105ST-110ST-112ST-127ST-128ST-129ST-131ST-132TOP ELEV.748.47746.66746.11742.75740.00739.74752.48746.59745.00743.37745.00749.01749.00PIPES IN744.65 (NE)743.00 (SW)742.60 (SE)742.70 (SW)738.70 (SE)736.50 (SE)733.50 (SE)736.00 (NE)738.84 (SE)738.84 (SE)744.55 (E)PIPES OUT743.00 (NW)741.60 (NW)738.70 (NW)735.90 (NW)743.00 (NE)738.84 (NW)738.84 (NW)736.00 (SW)744.75 (SW)744.55 (NE)744.65 (W)DESCRIPTIONABT TRENCHDRAIN W/TRASH BUCKETVIRGINIA DOTDI-1 INLET48" DIA. CONCRETEMANHOLEVIRGINIA DOTDI-1 INLETVIRGINIA DOTDI-1 INLET48" DIA. CONCRETEMANHOLENYLOPLAST BASIN WITHSOLID TOP. CONNECTIONFOR INTERNAL ROOF DRAINS.SEE PLUMBING PLANS.48" DIA. CONCRETEMANHOLE6" CLEAN OUT6" CLEAN OUT6" CLEAN OUT45 DEGREE FITTING45 DEGREE FITTINGPIPE TABLEPIPE IDSTP-100STP-101STP-102STP-103STP-104STP-110STP-119STP-120STP-127STP-128STP-129UP/STREAMSTRUCTUREST-132ST-101ST-102ST-103ST-104ST-110ST-132ST-131ST-127ST-128ST-129DOWN/STREAMSTRUCTUREST-101ST-102ST-103ST-104ST-105ST-102ST-131ST-100ST-128ST-129ST-112LENGTH (FT)472215816023305711916025PIPESIZE (IN)6"15"15"15"15"15"6"6"6"6"6"PIPEMATERIALPVC - SDR 35HP STORM PPHP STORM PPHP STORM PPHP STORM PPHP STORM PPPVC - SDR 35PVC - SDR 356" PERFORATEDUNDERDRAIN6" PERFORATEDUNDERDRAIN6" PERFORATEDUNDERDRAINSLOPE(%)3.32%1.85%1.84%1.37%10.43%1.01%1.97%1.39%0.00%0.00%0.00%UP/STREAMINVERT (FT)744.55743.00741.60738.70735.90743.00744.65744.75738.84738.84736.00DOWN/STREAMINVERT (FT)743.00742.60738.70736.50733.50742.70744.55744.65738.84738.84736.00CHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]XREF: 3410083201-CM-81 [..\1Models\3410083201-CM-81.dwg]XREF: 3410083201-CM-91 [..\1Models\3410083201-CM-91.dwg]XREF: 3410083201-CM-01 [..\1Models\3410083201-CM-01.dwg]XREF: 3410083201-CM-42 [..\1Models\3410083201-CM-42.dwg]XREF: 3410083201-CM-21 [..\1Models\3410083201-CM-21.dwg]XREF: 3410083201-CM-41 [..\1Models\3410083201-CM-41.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-140.dwg Layout Name: C-142 Feb 23, 2024 - 11:54am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.GRADING ANDDRAINAGE PLAN02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMH04/21/23GMPFJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-142FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 0402061852 MATCHLINE - SEE SHEET C-141MATCHLING - SEE SHEET C-141306001.ALL ADS HP STORM PIPE AND FITTINGS SHALL CONFORM TO ADS SPECIFICATIONS.2.THE TESTING AGENCY WILL INSPECT AND TEST SUBGRADES AND EACH FILL OR BACKFILL LAYER. CONTRACTOR SHALLPROCEED WITH SUBSEQUENT EARTHWORK ONLY AFTER TEST RESULTS FOR PREVIOUSLY COMPLETED WORK COMPLYWITH REQUIREMENTS. TESTING AGENCY SHALL BE HIRED BY OWNER OR CONTRACTOR3.IF THE TESTING AGENCY REPORTS THAT SUBGRADES, FILLS, OR BACKFILLS HAVE NOT ACHIEVED DEGREE OF COMPACTIONSPECIFIED, SCARIFY AND MOISTEN OR AERATE, OR REMOVE AND REPLACE SOIL TO DEPTH REQUIRED; RECOMPACT ANDRETEST UNTIL SPECIFIED COMPACTION IS OBTAINED.4.A DESIGN MODEL OF THE PROPOSED GRADING FOR THIS PROJECT HAS BEEN COMPLETED. USE OF THIS MODEL FORCONSTRUCTION MUST BE APPROVED BY THE ENGINEER.5.CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL DRAINAGE PRECAST STRUCTURES AND MANHOLES. SHOPDRAWINGS SHALL INCLUDE AT A MINIMUM STRUCTURE INVERT, TOP, INLET/OUTLET CONFIGURATION, PROFILE AND PLANVIEW, AND LOADING SPECIFICATION.GRADING & DRAINAGE LEGENDGRADING & DRAINAGE NOTESSTORM SEWER TABLESTRENCHING NOTESNOTES PER SECTION SECTION 4VAC50-30-40 - RENUMBERED AS 9VAC25-840-401.UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TOOTHER APPLICABLE CRITERIA:2.NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.3.EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.4.EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENTTRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OROFF-SITE PROPERTY.5.MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION ANDPROMOTE STABILIZATION.6.RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER.7.APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH.KEYMAPC-141C-142 0.00 EXEXISTING SPOT ELEVATION0.00PROPOSED SPOT ELEVATION0.00 TCPROPOSED TOP OF CURB0.00 HPPROPOSED HIGH POINT ELEVATION0.00 GRGRATE ELEVATIONST-XXPROPOSED STORM STRUCTUREP-XXPROPOSED STORM PIPEOUTLET PROTECTION100YR FLOW PATHNOTE: ALL SHADED STORM PIPES AND STRUCTURES NOT WITHIN RIGHT OF WAY ARE PRIVATE UNLESS OTHERWISE NOTED. (TYP.) WWWWWWWWWWWSTLP W/36"CONC BASE15"CMP"INV=735.25WWWWWWWWWWWWWSTST341.6'22.7' - 24" RCP@ 0.36%SOURCEUNKNOWNTAX MAP 63 A 86AH.P. HOOD, INC.DEED BOOK 935 AT PAGE 739CONCRETESTOOPWOODED AREASTSTSTSTST73.6' - 15" C M P @ 1.11%STSTSTSTSTSTSTSTSTSTSTST302.4' - 24" RCP@ 0.36%STORM STRUCTURETOP = 739.6518" RCP INV IN = 733.6224" RCP INV OUT = 733.56EXISTING FIRE LINEST-104STP-103 ST-105STP-104 ST-112ROOF DRAINCONNECTION (TYP.)ST-129STP-129STP-128 6" SDR-35 PVC LEADER6" CLEAN OUT" 45° BEND6"x10" WYE6" CLEAN OUTINV = 743.0051 L.F. 10" SDR-35PVC @ 1.16%10" INV = 742.50INV = 746.00INV = 745.00INV = 745.006" INV = 742.50TIE INTO EXISTINGSTORM SYSTEM6" SDR-35 PVC LEADER6" CLEAN OUT" 45° BEND6"x10" WYE741740745 741742743744746747748741.31FFE =752.51FFE =741.34741.71 EX738.61 EX738.28 EX742.70 TW741.34 BW742.60MIRAFI TM SERIESREINFORCEMENT MATS SHALLBE PLACED ON ALL SIDE SLOPESGREATER THAN 3H:1V.5' SHOULDERAT 2% SLOPE.741.21MATCH EXISTING2.6:18:14 : 1 739.95739.49738.615. 1 % 4.1:1 742.00 TW741.34741.34 BW1.6 % 7:1 738.28741.75739.26 EX741.90739.48 EX739.74 GR740.00 GR747.00746.50747.84745.00 GR746.59 GR748.05748.15748.68748.05751.39751.04748.10752.49741.75752.49740.00739.902.7:1747.502.4:14.8%S-1S-2S-3S-4S-5S-6WWWWWWWWWWWWWWWWWWWWWWWWLP W/30"CONC BASELP W/30"CONC BASELP W/36"CONC BASEWVWVWUGEUGEUGETTTTTTTTTTTTTTWWWWWUGEUGEUGEUGEUGETTTTTWWWWWWWWWWVBOL 7INDIABOL 7INDIABOL 7INDIABOL 7INDIASTSTUGEUGEUGEUGEUGE341.6'118.4' - 12" PVC@ 0.90%TAX MAP 63 A 86AH.P. HOOD, INC.DEED BOOK 935 AT PAGE 739CONCRETESIGNUTILITYVAULTCANOPYSTORM STRUCTURETOP = 747.6112" PVC INV OUT = 745.51EXISTING FIRE LINEWWWWWWWWWWWWWWWWWN:7094448.8689E:11571840.1466ST-100ST-101STP-100STP-101 ST-110ST-102STP-11048 L.F. ABT TRENCHDRAINWITH TRASH BUCKET.ST-127STP-127 STP-102RAISE TOP TO MATCHNEW PAVEMENT GRADEST-131ST-132STP-119STP-12074574 4745.90 EX48" DOCKS2.1%746.43 EXFFE =752.51745.35 EX744.90 EX744.45 EX748.22 EX749.24 EX747.79 EX746747750747748749 12:1 747.21746.11 GR746.430.5%741.342.4%745.16745.16 EX752.48748.87747.20 EX746.66 GR748.74748.65 EX748.873.9%748.61 EX748.54 EX748.49748.49748.55748.55 EX745.46 TW741.34 BW745.00748.63 GR747.74747.74 EX748.57748.61749.05749.00752.48745.00 GR748.52748.52749.00748.96748.77749.27748.92752.51745.06746.3312:1 5:15:1746.83749.10749.20749.00746.57749.50750.66746.95749.00747.52748.94752.48749.00746.89747.18749.00749.50750.66S-9○○○○○○○○○○○○○○○○○○CHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]XREF: 3410083201-CM-81 [..\1Models\3410083201-CM-81.dwg]XREF: 3410083201-CM-91 [..\1Models\3410083201-CM-91.dwg]XREF: 3410083201-CM-01 [..\1Models\3410083201-CM-01.dwg]XREF: 3410083201-CM-42 [..\1Models\3410083201-CM-42.dwg]XREF: 3410083201-CM-21 [..\1Models\3410083201-CM-21.dwg]XREF: 3410083201-CM-41 [..\1Models\3410083201-CM-41.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-140.dwg Layout Name: C-143 Feb 23, 2024 - 11:54am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.GRADING ANDDRAINAGE PLAN02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMH04/21/23GMPFJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-143FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 0402061852 MATCHLINE - SEE SHEET C-141MATCHLING - SEE SHEET C-141INSET "A"INSET "B"1"=10'1"=10' WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDEC 12"DIA BRADFORD PEARDEC 12"DIA FORKED BRADFORD PEARLP 2.5' DIA6"HDPE"INV=749.986"HDPE"INV=750.03LP 2.5'DIA24"CMP"INV=736.3824"CMP"INV=737.586"PVC"INV=738.7210"PVC"INV=740.24OHEUGEUGEUGEUGEUGEUGEUGEUGEUGEBOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIA101.4' - 15" PVC @ 4.31% 66.1' - 18" RCP @ 2.23% 3 3 . 0 ' - 2 4 " C M P@ 3 . 6 3 %SOURCEUNKNOWN13.1' - 6" HDPE@ 0.41%10" PVCSOURCEUNKNOWNEXISTING BUILDING(±326,879 SF)EX. 20' WASHINGTON GAS EASEMENTINSTRUMENT 140006318CONCRETEDRIVEWAYGRAVELROADGRAVELROADCONCRETEDRIVEWAYCONCRETEPATIOCONCRETEPADCONCRETEPADCONCRETEPADGRAVELGRAVELGRAVELGRAVELPAVERSCONCRETESIDEWALKCONCRETESIDEWALKGRAVELCONCRETEPADCONCRETEPADAMMONIA TANK(TYP)HEADER CURBPOWER PANELPOWER POLETRANSFORMERSTRUCK SCALE59.7' - 15" PVC @ 2.66% 57.4' - 15" PVC @ 2.66%PROPERTY LINE75' BUILDING SETBACK6" PVCSTORM STRUCTURETOP = 748.6815" PVC INV IN = 743.2915" PVC INV OUT = 743.39STORM STRUCTURETOP = 743.8415" PVC INV IN = 739.0218" RCP INV OUT = 739.00STORM STRUCTURETOP = 743.9712" PVC INV OUT = 738.72PREVIOUSLY PERMITTEDSILO TANK ANDALCOVE BUILDING. UNDERCONSTRUCTION.EXISTINGSILOSCAUTION:EXISTING GAS LINE THIS AREAASSUMNED TO BE ABANDONED PERCLIENT INPUT. CONTRACTORTO VERIYF IF LINE IS ACTIVE.IF LINE IS ABANDONED, CUTCAP, AND REMOVE. NOTIFY ENGINEERIF LINE IS ACTIVE.GSANLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODX X X X X X X X XXXXXXXXSFSFSFLODLODLODLODLODLODCONCRETEWASH OUTDISTURBEDAREA #1 = 0.317 AC.CEPREVIOUSLY PERMITTEDSILO TANK ANDALCOVE BUILDING. UNDERCONSTRUCTION.LODLODLODLODX CHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]XREF: 3410083201-CM-01 [..\1Models\3410083201-CM-01.dwg]XREF: 3410083201-CM-61 [..\1Models\3410083201-CM-61.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-160.dwg Layout Name: C-160.1 Feb 23, 2024 - 11:55am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.INITIAL EROSION& SEDIMENTCONTROL PLAN02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMHJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-160.1FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 0402061852 MATCHLINE - SEE SHEET C-160.2MATCHLINE - SEE SHEET C-160.2SITE LEGEND1.CONSTRUCT AND STABILIZE PERIMETER CONTROLS. (SILT FENCE)2.CONSTRUCT CONSTRUCTION ENTRANCES.3.DEMO EXISTING PAVEMENTS AS SHOWN ON SHEET SHEET C-1104.MASS GRADE THE SITE WITHIN THE PERIMETER CONTROLS.*THE CONTRACTOR SHALL SUBMIT ALTERNATE PLANS TO THE PROJECT MANAGER AND ENGINEER PRIOR TO DEVIATING FROMTHE SEQUENCE OF CONSTRUCTION.AREA #10.317 ACAREA #21.53 ACAREA #30.212 ACAREA #40.108 ACTOTAL DISTURBED AREA:2.167 AC.EROSION & SEDIMENT NOTESSEQUENCE OF CONSTRUCTIONLIMITS OF DISTURBANCELODSILT FENCESFROCK CHECKDAMCDIP-11.THE EROSION CONTROL PLANS PROVIDE THE MINIMUM REQUIREMENTS TO MEET LOCAL, STATE AND FEDERALREGULATIONS. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TOCONTROL SEDIMENT RUNOFF FROM THE SITE.2.THE CONTRACTOR SHALL HAVE A QUALIFIED INSPECTOR ON-SITE FOR EROSION AND SEDIMENT CONTROL ACTIVITIES. THEQUALIFIED INSPECTOR SHALL MEET ALL OF THE REQUIREMENTS AS OUTLINED IN THE MOST CURRENT EDITION OF THEVIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.3.THE CONTRACTOR SHALL INSPECT THE EROSION CONTROL ELEMENTS EVERY 7 DAYS OR WITHIN 24 HOURS OF A 0.5 INCHRAINFALL EVENT. THE REPORTS SHALL BE MAINTAINED ON-SITE DURING THE CONSTRUCTION ACTIVITIES.4.IF ANY AREA OF THE SITE IS CLEARED AND THEN WILL NOT BE WORKED WITHIN 7-14 DAYS THE CONTRACTOR SHALLPROVIDE TEMPORARY STABILIZATION MEASURES.5.SOIL STOCKPILES ON-SITE SHALL BE PROTECTED BY SITE FENCE PLACED AROUND THE BASE OF THE STOCKPILE.6.THE CONTRACTOR SHALL PROVIDE A LOW SIDE DUMPSTER LINED WITH PLASTIC FOR CONCRETE CLEANOUT. CONCRETECLEANOUT SHOULD BE MAINTAINED IN A DESIGNATED AREA TO REDUCE THE RUNOFF.7.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLANS IS A VIOLATION OF VIRGINIA DEPARTMENT OFENVIRONMENTAL QUALITY (VDEQ) OR APPROPRIATE ORDINANCE AND SUBJECT TO A FINE. INCREASES IN AREA SHOULD BECOORDINATED WITH THE ENGINEER OF RECORD AND SUBMITTED TO VDEQ OR APPROPRIATE.8.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON ASPRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.9.ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER ASSOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.10. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF FREDERICKCOUNTY, VDEQ, OR APPROPRIATE.11. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.12.REMOVE SEDIMENT FROM PUBLIC OR PRIVATE RIGHT OF WAYS.13.ALL TEMPORARY CONTROLS TO BE REMOVED WITHIN 30-DAYS ONCE NO LONGER NEEDED. TRAPPED SEDIMENT MUST BEREMOVED AND STABILIZED.CONSTRUCTIONENTRANCECESFC-560C5INLET PROTECTIONSILT SACKC-560A5C-560A130600KEYMAPC-160.1C-160.2 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW36" RCPINV=719.4736" RCPINV=719.4536" RCPINV=721.1136" RCPINV=721.13SN YLD TO YARD TRAFFICSN PED CROSSING48"RCP"INV=726.038'X0.50'" ORIFICEINV=732.0636"CMP"INV=726.7848"RCP"INV=727.0036"CMP"INV=726.8024"RCP"INV=726.9615"PVC"INV=729.8015"PVC"INV=729.7915"PVC"INV=729.7815"PVC"INV=729.5924"RCP"INV=727.2015"PVC"INV=729.9015"PVC"INV=729.8915"PVC"INV=729.8715"PVC"INV=729.85SSMHTOP=723.22LP W/30"CONC BASELP W/30"CONC BASESN NO PARKING24"RCP"INV=734.2930"RCP"INV=732.1524"RCP"INV=732.416"HDPE"INV=738.736"HDPE"INV=738.36LP W/36"CONC BASELP W/36"CONC BASEWVWVFPUMPFHLP 30INDIALP 30INDIAAPPR0X FFEL DOOR 22752.51APPROX FFEL DOOR 23752.4330"RCP"INV=731.6615"PVC"INV=746.0315"CMP"INV=735.2524"CMP"INV=736.3824"CMP"INV=737.58TTTTWUGEUGEUGEUGEWWWWWWWWWWWUGEUGEUGETTTTUGEWWWWUGEWTRWTR WVBOLBOLWVBOL 7INDIABOL 7INDIABOL 7INDIABOL 7INDIABOL 7INDIABOL 7INDIABOL 7INBOL 7INBOL 7INBOL 7INBOL 7INBOL 7INWVWVHYDHYDHYDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSASASASAUGEUGEUGEUGE84.4' - 36" RCP@ 1.96%84.4' - 36" RCP@ 1.97%31.9' - 48" RCP@ 3.03%36" CMP36" CMP51.7' - 30" RCP@ 0.94%33.0' - 24" CMP@ 3.63%22.7' - 24" RCP@ 0.36%204.2' - 18" RCP@ 0.72%79.4' - 8" PVC@ 0.72%8" PVC170.8' - 12" LINED PIPE6" PVC6" PVC12" PVC300.6' - 12" PVC@ 0.47%119.3' - 1 2 " P V C @ 0.37%118.4' - 12" PVC@ 0.90%334.1' - 6" PVC@ 1.12%SOURCEUNKNOWN15" PVCSOURCEUNKNOWNSOURCEUNKNOWN24" RCP6" HDPE6" HDPESOURCEUNKNOWNSOURCEUNKNOWNTAX MAP 63 A 86AH.P. HOOD, INC.DEED BOOK 935 AT PAGE 739SANITARY SEWER MANHOLETOP = 746.0412" PVC INV IN = 738.0412" PVC INV OUT = 737.94SANITARY SEWER MANHOLETOP = 746.356" PVC INV IN = 733.854" PVC INV IN = 741.296" PVC INV OUT = 733.82TAX MAP 63 A 86AH.P. HOOD, INC.DEED BOOK 935 AT PAGE 739SANITARY SEWER MANHOLETOP = 747.2612" PVC INV IN = 736.5312" PVC INV OUT = 736.43SANITARY SEWER MANHOLETOP = 745.666" PVC INV IN = 730.096" PVC INV OUT = 729.89CONCRETECONCRETECONCRETECONCRETECONCRETEEXISTINGCONCRETETRAILER PARKINGHEADER CURBSIGNSIGNSIGNSANITARY SEWER MANHOLETOP = 726.848" PVC INV IN = 717.648" PVC INV OUT = 717.418" PVC INV OUT = 718.21TOP = 726.3712" LINED PIPE INV IN = 718.5412" LINED PIPE INV OUT = 718.51UTILITYVAULTEXISTINGSHEDEXISTINGTRUCK RESTSTOP AREAASPHALTROADSIGNLOT DIRECTIONSGRAVELGRAVELCONCRETESTOOPCONCRETESTOOPCONCRETESTOOPCONCRETESTOOPCONCRETESTOOPHEADER CURBCANOPYGRAVELROADGRAVELWOODED AREAWOODED AREAWOODED AREAGRAVELROAD73.6' - 15" C M P @ 1.11%302.4' - 24" RCP@ 0.36%725730735740740 7407 4 5 745 72272372472672772 8 729731732733734734734736737738739741741741742742743743744744 730735 740 740 740740 740728 729 731 73 2 73 3 734 736737738739 739 739 741 741 EXISTING BUILDING(±326,879 SF)STORM STRUCTURETOP = 747.6012" PVC INV IN = 744.4512" PVC INV OUT = 744.38STORM STRUCTURETOP = 747.6112" PVC INV OUT = 745.51STORM STRUCTURETOP = 739.6518" RCP INV IN = 733.6224" RCP INV OUT = 733.56STORM STRUCTURETOP = 738.8318" RCP INV OUT = 735.096" PVCSASASASASAPROCESS SEWERPER OWNERDOCUMENTSEXISTING FIRE LINEEXISTING FIRE LINEUGEUGEUGEWWWWLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODXXX X X X X X X X X X X X X X X X X X X XXXXX X X XXXXXX X XXXXXXXXXXXXXXXXXLODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODXXXXXX X XXXXXXXXSFSFSFSFSFSFCDSFLODLODLODCONCRETEWASH OUTCONSTRUCTIONTRAILER YARDDISTURBEDAREA #2 = 1.53 AC.DISTURBEDAREA #3 = 0.212 AC.DISTURBEDAREA #4 = 0.108 AC.CDCEPREVIOUSLY PERMITTEDSILO TANK ANDALCOVE BUILDING. UNDERCONSTRUCTION.LODLODLODLODX CHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]XREF: 3410083201-CM-01 [..\1Models\3410083201-CM-01.dwg]XREF: 3410083201-CM-61 [..\1Models\3410083201-CM-61.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-160.dwg Layout Name: C-160.2 Feb 23, 2024 - 11:55am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.INITIAL EROSION& SEDIMENTCONTROL PLAN02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMHJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-160.2FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 0402061852 MATCHLINE - SEE SHEET C-160.1MATCHLINE - SEE SHEET C-160.1SITE LEGENDLIMITS OF DISTURBANCELODSILT FENCESFROCK CHECKDAMCDIP-1SFC-560C5INLET PROTECTIONSILT SACKC-560A5C-560A130600EROSION & SEDIMENT NOTESSEQUENCE OF CONSTRUCTION1.THE EROSION CONTROL PLANS PROVIDE THE MINIMUM REQUIREMENTS TO MEET LOCAL, STATE AND FEDERALREGULATIONS. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TOCONTROL SEDIMENT RUNOFF FROM THE SITE.2.THE CONTRACTOR SHALL HAVE A QUALIFIED INSPECTOR ON-SITE FOR EROSION AND SEDIMENT CONTROL ACTIVITIES. THEQUALIFIED INSPECTOR SHALL MEET ALL OF THE REQUIREMENTS AS OUTLINED IN THE MOST CURRENT EDITION OF THEVIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.3.THE CONTRACTOR SHALL INSPECT THE EROSION CONTROL ELEMENTS EVERY 7 DAYS OR WITHIN 24 HOURS OF A 0.5 INCHRAINFALL EVENT. THE REPORTS SHALL BE MAINTAINED ON-SITE DURING THE CONSTRUCTION ACTIVITIES.4.IF ANY AREA OF THE SITE IS CLEARED AND THEN WILL NOT BE WORKED WITHIN 7-14 DAYS THE CONTRACTOR SHALLPROVIDE TEMPORARY STABILIZATION MEASURES.5.SOIL STOCKPILES ON-SITE SHALL BE PROTECTED BY SITE FENCE PLACED AROUND THE BASE OF THE STOCKPILE.6.THE CONTRACTOR SHALL PROVIDE A LOW SIDE DUMPSTER LINED WITH PLASTIC FOR CONCRETE CLEANOUT. CONCRETECLEANOUT SHOULD BE MAINTAINED IN A DESIGNATED AREA TO REDUCE THE RUNOFF.7.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLANS IS A VIOLATION OF VIRGINIA DEPARTMENT OFENVIRONMENTAL QUALITY (VDEQ) OR APPROPRIATE ORDINANCE AND SUBJECT TO A FINE. INCREASES IN AREA SHOULD BECOORDINATED WITH THE ENGINEER OF RECORD AND SUBMITTED TO VDEQ OR APPROPRIATE.8.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON ASPRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.9.ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER ASSOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.10. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF FREDERICKCOUNTY, VDEQ, OR APPROPRIATE.11. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.12.REMOVE SEDIMENT FROM PUBLIC OR PRIVATE RIGHT OF WAYS.13.ALL TEMPORARY CONTROLS TO BE REMOVED WITHIN 30-DAYS ONCE NO LONGER NEEDED. TRAPPED SEDIMENT MUST BEREMOVED AND STABILIZED.CONSTRUCTIONENTRANCECE1.CONSTRUCT AND STABILIZE PERIMETER CONTROLS. (SILT FENCE)2.CONSTRUCT CONSTRUCTION ENTRANCES.3.DEMO EXISTING PAVEMENTS AS SHOWN ON SHEET SHEET C-1104.MASS GRADE THE SITE WITHIN THE PERIMETER CONTROLS.*THE CONTRACTOR SHALL SUBMIT ALTERNATE PLANS TO THE PROJECT MANAGER AND ENGINEER PRIOR TO DEVIATING FROMTHE SEQUENCE OF CONSTRUCTION.AREA #10.317 ACAREA #21.53 ACAREA #30.212 ACAREA #40.108 ACTOTAL DISTURBED AREA:2.167 AC.KEYMAPC-160.1C-160.2 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDEC 12"DIA BRADFORD PEARDEC 12"DIA FORKED BRADFORD PEARLP 2.5' DIA6"HDPE"INV=749.986"HDPE"INV=750.03LP 2.5'DIA24"CMP"INV=736.3824"CMP"INV=737.586"PVC"INV=738.7210"PVC"INV=740.24OHEUGEUGEUGEUGEUGEUGEUGEUGEUGEBOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIABOL 9"DIA101.4' - 15" PVC @ 4.31% 66.1' - 18" RCP @ 2.23% 3 3 . 0 ' - 2 4 " C M P @ 3 . 6 3 %SOURCEUNKNOWN13.1' - 6" HDPE@ 0.41%10" PVCSOURCEUNKNOWNEXISTING BUILDING(±326,879 SF)EX. 20' WASHINGTON GAS EASEMENTINSTRUMENT 140006318CONCRETEDRIVEWAYGRAVELROADGRAVELROADCONCRETEDRIVEWAYCONCRETEPATIOCONCRETEPADCONCRETEPADCONCRETEPADGRAVELGRAVELGRAVELGRAVELPAVERSCONCRETESIDEWALKCONCRETESIDEWALKCONCRETEPADCONCRETEPADAMMONIA TANK(TYP)HEADER CURBPOWER PANELPOWER POLETRANSFORMERSTRUCK SCALE59.7' - 15" PVC @ 2.66% 57.4' - 15" PVC @ 2.66%PROPERTY LINE75' BUILDING SETBACK6" PVCSTORM STRUCTURETOP = 748.6815" PVC INV IN = 743.2915" PVC INV OUT = 743.39STORM STRUCTURETOP = 743.8415" PVC INV IN = 739.0218" RCP INV OUT = 739.00STORM STRUCTURETOP = 743.9712" PVC INV OUT = 738.72PREVIOUSLY PERMITTEDSILO TANK ANDALCOVE BUILDING. UNDERCONSTRUCTION.EXISTINGSILOSCAUTION:EXISTING GAS LINE THIS AREAASSUMNED TO BE ABANDONED PERCLIENT INPUT. CONTRACTORTO VERIYF IF LINE IS ACTIVE.IF LINE IS ABANDONED, CUTCAP, AND REMOVE. NOTIFY ENGINEERIF LINE IS ACTIVE.GSANPROPOSED PROCESSBUILDING. 43.58' HEIGHT(4,619 SF)FFE = 752.40LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODX X X X X X X X XXXXXXXXSFSFSFLODLODLODLODLODLODCONCRETEWASH OUTDISTURBEDAREA #1 = 0.317 AC.CECONCRETE ENCASE EXSITINGSANITARY LINE AND NEWSTORM SEWER LINE. 5'X5'ENCASEMENT.EXISTING 4" SANITARY INV = 748.51±15" STORM INV = 749.44IP-1IP-1IP-1IP-1IP-1LODLODLODLODX CHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]XREF: 3410083201-CM-21 [..\1Models\3410083201-CM-21.dwg]XREF: 3410083201-CM-01 [..\1Models\3410083201-CM-01.dwg]XREF: 3410083201-CM-91 [..\1Models\3410083201-CM-91.dwg]XREF: 3410083201-CM-81 [..\1Models\3410083201-CM-81.dwg]XREF: 3410083201-CM-62 [..\1Models\3410083201-CM-62.dwg]XREF: 3410083201-CM-61 [..\1Models\3410083201-CM-61.dwg]XREF: 3410083201-CM-42 [..\1Models\3410083201-CM-42.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-161.1.dwg Layout Name: C-161.1 Feb 23, 2024 - 11:56am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.INTERMEDIATEEROSION &SEDIMENTCONTROL PLAN02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMHJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-161.1FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 0402061852 MATCHLINE - SEE SHEET C-161.2MATCHLINE - SEE SHEET C-161.2SITE LEGENDLIMITS OF DISTURBANCELODSILT FENCESFROCK CHECKDAMCDIP-1XC-560C5INLET PROTECTIONSILT SACKC-560A5C-560A1306001.CONTRACTOR SHALL CONTINUE TO MAINTAIN INITIAL EROSION AND SEDIMENT CONTROL MEASURES.2.INSTALL STORM INLETS, INSTALL INLET PROTECTION.3.INSTALL UTILITIES.4.CONTINUE SITE GRADING OPERATIONS AND SOIL STABILIZATION AS REQUIRED.*THE CONTRACTOR SHALL SUBMIT ALTERNATE PLANS TO THE PROJECT MANAGER AND ENGINEER PRIOR TO DEVIATING FROMTHE SEQUENCE OF CONSTRUCTION.AREA #10.317 ACAREA #21.53 ACAREA #30.212 ACAREA #40.108 ACTOTAL DISTURBED AREA:2.167 AC.EROSION & SEDIMENT NOTESSEQUENCE OF CONSTRUCTION1.THE EROSION CONTROL PLANS PROVIDE THE MINIMUM REQUIREMENTS TO MEET LOCAL, STATE AND FEDERALREGULATIONS. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TOCONTROL SEDIMENT RUNOFF FROM THE SITE.2.THE CONTRACTOR SHALL HAVE A QUALIFIED INSPECTOR ON-SITE FOR EROSION AND SEDIMENT CONTROL ACTIVITIES. THEQUALIFIED INSPECTOR SHALL MEET ALL OF THE REQUIREMENTS AS OUTLINED IN THE MOST CURRENT EDITION OF THEVIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.3.THE CONTRACTOR SHALL INSPECT THE EROSION CONTROL ELEMENTS EVERY 7 DAYS OR WITHIN 24 HOURS OF A 0.5 INCHRAINFALL EVENT. THE REPORTS SHALL BE MAINTAINED ON-SITE DURING THE CONSTRUCTION ACTIVITIES.4.IF ANY AREA OF THE SITE IS CLEARED AND THEN WILL NOT BE WORKED WITHIN 7-14 DAYS THE CONTRACTOR SHALLPROVIDE TEMPORARY STABILIZATION MEASURES.5.SOIL STOCKPILES ON-SITE SHALL BE PROTECTED BY SITE FENCE PLACED AROUND THE BASE OF THE STOCKPILE.6.THE CONTRACTOR SHALL PROVIDE A LOW SIDE DUMPSTER LINED WITH PLASTIC FOR CONCRETE CLEANOUT. CONCRETECLEANOUT SHOULD BE MAINTAINED IN A DESIGNATED AREA TO REDUCE THE RUNOFF.7.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLANS IS A VIOLATION OF VIRGINIA DEPARTMENT OFENVIRONMENTAL QUALITY (VDEQ) OR APPROPRIATE ORDINANCE AND SUBJECT TO A FINE. INCREASES IN AREA SHOULD BECOORDINATED WITH THE ENGINEER OF RECORD AND SUBMITTED TO VDEQ OR APPROPRIATE.8.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON ASPRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.9.ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER ASSOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.10. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF FREDERICKCOUNTY, VDEQ, OR APPROPRIATE.11. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.12.REMOVE SEDIMENT FROM PUBLIC OR PRIVATE RIGHT OF WAYS.13.ALL TEMPORARY CONTROLS TO BE REMOVED WITHIN 30-DAYS ONCE NO LONGER NEEDED. TRAPPED SEDIMENT MUST BEREMOVED AND STABILIZED.CONSTRUCTIONENTRANCECEKEYMAPC-161.1C-161.2 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW36" RCPINV=719.4736" RCPINV=719.4536" RCPINV=721.1136" RCPINV=721.13SN YLD TO YARD TRAFFICSN PED CROSSING48"RCP"INV=726.038'X0.50'" ORIFICEINV=732.0636"CMP"INV=726.7848"RCP"INV=727.0036"CMP"INV=726.8024"RCP"INV=726.9615"PVC"INV=729.8015"PVC"INV=729.7915"PVC"INV=729.7815"PVC"INV=729.5924"RCP"INV=727.2015"PVC"INV=729.9015"PVC"INV=729.8915"PVC"INV=729.8715"PVC"INV=729.85SSMHTOP=723.22LP W/30"CONC BASELP W/30"CONC BASESN NO PARKING24"RCP"INV=734.2930"RCP"INV=732.1524"RCP"INV=732.416"HDPE"INV=738.736"HDPE"INV=738.36LP W/36"CONC BASELP W/36"CONC BASEWVWVFHLP 30INDIALP 30INDIAAPPR0X FFEL DOOR 22752.51APPROX FFEL DOOR 23752.4330"RCP"INV=731.6615"PVC"INV=746.0315"CMP"INV=735.2524"CMP"INV=736.3824"CMP"INV=737.58TTTTWUGEUGEUGEUGEWWWWWWWWWWWUGEUGEUGETTTTUGEWWWWUGEWTRWTR WVBOLBOLWVBOL 7INDIABOL 7INDIABOL 7INDIABOL 7INDIABOL 7INDIABOL 7INDIABOL 7INBOL 7INBOL 7INBOL 7INBOL 7INBOL 7INWVWVHYDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSASASASAUGEUGEUGEUGE84.4' - 36" RCP@ 1.96%84.4' - 36" RCP@ 1.97%31.9' - 48" RCP@ 3.03%36" CMP36" CMP51.7' - 30" RCP@ 0.94%33.0' - 24" CMP@ 3.63%22.7' - 24" RCP@ 0.36%204.2' - 18" RCP@ 0.72%79.4' - 8" PVC@ 0.72%8" PVC170.8' - 12" LINED PIPE6" PVC6" PVC12" PVC300.6' - 12" PVC@ 0.47%119.3' - 1 2 " P V C @ 0.37%118.4' - 12" PVC@ 0.90%334.1' - 6" PVC@ 1.12%SOURCEUNKNOWN15" PVCSOURCEUNKNOWNSOURCEUNKNOWN24" RCP6" HDPE6" HDPESOURCEUNKNOWNSOURCEUNKNOWNTAX MAP 63 A 86AH.P. HOOD, INC.DEED BOOK 935 AT PAGE 739SANITARY SEWER MANHOLETOP = 746.0412" PVC INV IN = 738.0412" PVC INV OUT = 737.94SANITARY SEWER MANHOLETOP = 746.356" PVC INV IN = 733.854" PVC INV IN = 741.296" PVC INV OUT = 733.82TAX MAP 63 A 86AH.P. HOOD, INC.DEED BOOK 935 AT PAGE 739SANITARY SEWER MANHOLETOP = 747.2612" PVC INV IN = 736.5312" PVC INV OUT = 736.43SANITARY SEWER MANHOLETOP = 745.666" PVC INV IN = 730.096" PVC INV OUT = 729.89CONCRETECONCRETECONCRETECONCRETECONCRETEEXISTINGCONCRETETRAILER PARKINGHEADER CURBSIGNSIGNSIGNSANITARY SEWER MANHOLETOP = 726.848" PVC INV IN = 717.648" PVC INV OUT = 717.418" PVC INV OUT = 718.21TOP = 726.3712" LINED PIPE INV IN = 718.5412" LINED PIPE INV OUT = 718.51UTILITYVAULTEXISTINGSHEDEXISTINGTRUCK RESTSTOP AREAASPHALTROADSIGNLOT DIRECTIONSGRAVELGRAVELCONCRETESTOOPCONCRETESTOOPCONCRETESTOOPCONCRETESTOOPCONCRETESTOOPHEADER CURBCANOPYGRAVELROADGRAVELWOODED AREAWOODED AREAWOODED AREAGRAVELROAD73.6' - 15" C M P @ 1.11%302.4' - 24" RCP@ 0.36%725730735740740 7407 4 5 745 7227237247267277 2 8 729731732733734734734736737738739741741741742742743743744744 730735 740 740 740740 740728 729 731 73 2 733 734 736737738739 739 739 741 741 EXISTING BUILDING(±326,879 SF)STORM STRUCTURETOP = 747.6012" PVC INV IN = 744.4512" PVC INV OUT = 744.38STORM STRUCTURETOP = 747.6112" PVC INV OUT = 745.51STORM STRUCTURETOP = 739.6518" RCP INV IN = 733.6224" RCP INV OUT = 733.56STORM STRUCTURETOP = 738.8318" RCP INV OUT = 735.096" PVCSASASASASAPROCESS SEWERPER OWNERDOCUMENTSEXISTING FIRE LINEEXISTING FIRE LINEUGEUGEUGEWWWWPRPOPSED ASRSBUILDING EXPANSION85.5' HEIGHT(25,500 SF)FFE = 752.51& ASRS = 741.34LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODXXX X X X X X X X X X X X X X X X X X X XXXXX X X XXXXXX X XXXXXXXXXXXXXXXXXLODLODLODLODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODXXXXXX X XXXXXXXXSFSFSFSFSFSFCDSFLODLODLODCONCRETEWASH OUTCONSTRUCTIONTRAILER YARDDISTURBEDAREA #2 = 1.53 AC.DISTURBEDAREA #3 = 0.212 AC.DISTURBEDAREA #4 = 0.108 AC.CDCEIP-1IP-1IP-1IP-1TRENCHDRAIN INLETFILTER. SEE DETAILB1 ON SHEET C-560.LODLODLODLODX CHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]XREF: 3410083201-CM-21 [..\1Models\3410083201-CM-21.dwg]XREF: 3410083201-CM-01 [..\1Models\3410083201-CM-01.dwg]XREF: 3410083201-CM-91 [..\1Models\3410083201-CM-91.dwg]XREF: 3410083201-CM-81 [..\1Models\3410083201-CM-81.dwg]XREF: 3410083201-CM-62 [..\1Models\3410083201-CM-62.dwg]XREF: 3410083201-CM-61 [..\1Models\3410083201-CM-61.dwg]XREF: 3410083201-CM-42 [..\1Models\3410083201-CM-42.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-161.1.dwg Layout Name: C-161.2 Feb 23, 2024 - 11:56am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.INTERMEDIATEEROSION &SEDIMENTCONTROL PLAN02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMHJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-161.2FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 0402061852 MATCHLINE - SEE SHEETC-161.1MATCHLINE - SEE SHEET C-161.1SITE LEGENDLIMITS OF DISTURBANCELODSILT FENCESFROCK CHECKDAMCDIP-1XC-560C5INLET PROTECTIONSILT SACKC-560A5C-560A130600EROSION & SEDIMENT NOTES1.THE EROSION CONTROL PLANS PROVIDE THE MINIMUM REQUIREMENTS TO MEET LOCAL, STATE AND FEDERALREGULATIONS. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TOCONTROL SEDIMENT RUNOFF FROM THE SITE.2.THE CONTRACTOR SHALL HAVE A QUALIFIED INSPECTOR ON-SITE FOR EROSION AND SEDIMENT CONTROL ACTIVITIES. THEQUALIFIED INSPECTOR SHALL MEET ALL OF THE REQUIREMENTS AS OUTLINED IN THE MOST CURRENT EDITION OF THEVIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.3.THE CONTRACTOR SHALL INSPECT THE EROSION CONTROL ELEMENTS EVERY 7 DAYS OR WITHIN 24 HOURS OF A 0.5 INCHRAINFALL EVENT. THE REPORTS SHALL BE MAINTAINED ON-SITE DURING THE CONSTRUCTION ACTIVITIES.4.IF ANY AREA OF THE SITE IS CLEARED AND THEN WILL NOT BE WORKED WITHIN 7-14 DAYS THE CONTRACTOR SHALLPROVIDE TEMPORARY STABILIZATION MEASURES.5.SOIL STOCKPILES ON-SITE SHALL BE PROTECTED BY SITE FENCE PLACED AROUND THE BASE OF THE STOCKPILE.6.THE CONTRACTOR SHALL PROVIDE A LOW SIDE DUMPSTER LINED WITH PLASTIC FOR CONCRETE CLEANOUT. CONCRETECLEANOUT SHOULD BE MAINTAINED IN A DESIGNATED AREA TO REDUCE THE RUNOFF.7.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLANS IS A VIOLATION OF VIRGINIA DEPARTMENT OFENVIRONMENTAL QUALITY (VDEQ) OR APPROPRIATE ORDINANCE AND SUBJECT TO A FINE. INCREASES IN AREA SHOULD BECOORDINATED WITH THE ENGINEER OF RECORD AND SUBMITTED TO VDEQ OR APPROPRIATE.8.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON ASPRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.9.ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER ASSOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.10. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF FREDERICKCOUNTY, VDEQ, OR APPROPRIATE.11. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.12.REMOVE SEDIMENT FROM PUBLIC OR PRIVATE RIGHT OF WAYS.13.ALL TEMPORARY CONTROLS TO BE REMOVED WITHIN 30-DAYS ONCE NO LONGER NEEDED. TRAPPED SEDIMENT MUST BEREMOVED AND STABILIZED.CONSTRUCTIONENTRANCECE1.CONTRACTOR SHALL CONTINUE TO MAINTAIN INITIAL EROSION AND SEDIMENT CONTROL MEASURES.2.INSTALL STORM INLETS, INSTALL INLET PROTECTION.3.INSTALL UTILITIES.4.CONTINUE SITE GRADING OPERATIONS AND SOIL STABILIZATION AS REQUIRED.*THE CONTRACTOR SHALL SUBMIT ALTERNATE PLANS TO THE PROJECT MANAGER AND ENGINEER PRIOR TO DEVIATING FROMTHE SEQUENCE OF CONSTRUCTION.AREA #10.317 ACAREA #21.53 ACAREA #30.212 ACAREA #40.108 ACTOTAL DISTURBED AREA:2.167 AC.SEQUENCE OF CONSTRUCTIONKEYMAPC-161.1C-161.2 DEC 12"DIA BRADFORD PEARDEC 12"DIA FORKED BRADFORD PEAREXISTING BUILDING(±326,879 SF)POWER PANELPOWER POLETRANSFORMERSPROPERTY LINE75' BUILDING SETBACKGPROPOSED PROCESSBUILDING. 43.58' HEIGHT(4,619 SF)FFE = 752.404.0%3.4%1.1%0.9%0.9%0.5%0 . 5%1.6%0. 6%1.5%1.4%21.1% 21.3%11.7%1.1%3.4%2.1% 14. 0 %ST-200ST-201ST-203ST-204ST-205ST-206ST-123ST-124ST-125ST-126IP-1IP-1IP-1IP-1IP-148" DOCKSCHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]XREF: 3410083201-CM-63 [..\1Models\3410083201-CM-63.dwg]XREF: 3410083201-CM-81 [..\1Models\3410083201-CM-81.dwg]XREF: 3410083201-CM-91 [..\1Models\3410083201-CM-91.dwg]XREF: 3410083201-CM-01 [..\1Models\3410083201-CM-01.dwg]XREF: 3410083201-CM-21 [..\1Models\3410083201-CM-21.dwg]XREF: 3410083201-CM-41 [..\1Models\3410083201-CM-41.dwg]XREF: 3410083201-CM-42 [..\1Models\3410083201-CM-42.dwg]XREF: 3410083201-CM-61 [..\1Models\3410083201-CM-61.dwg]XREF: 3410083201-CM-62 [..\1Models\3410083201-CM-62.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-162.1.dwg Layout Name: C-162.1 Feb 23, 2024 - 11:56am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.FINAL EROSIONAND SEDIMENTCONTROL PLAN02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMHJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-162.1SITE LEGENDLIMITS OF DISTURBANCELODSILT FENCESFROCK CHECKDAMCDIP-1XC-560C5INLET PROTECTIONSILT SACKC-560A5C-560A1FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 040206185230600MIN. 5' SOD STRIPSEEDINGMATCHLINE - SEE SHEET C-162.2MATCHLINE - SEE SHEET C-162.2EROSION & SEDIMENT NOTES1.THE EROSION CONTROL PLANS PROVIDE THE MINIMUM REQUIREMENTS TO MEET LOCAL, STATE AND FEDERALREGULATIONS. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TOCONTROL SEDIMENT RUNOFF FROM THE SITE.2.THE CONTRACTOR SHALL HAVE A QUALIFIED INSPECTOR ON-SITE FOR EROSION AND SEDIMENT CONTROL ACTIVITIES. THEQUALIFIED INSPECTOR SHALL MEET ALL OF THE REQUIREMENTS AS OUTLINED IN THE MOST CURRENT EDITION OF THEVIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.3.THE CONTRACTOR SHALL INSPECT THE EROSION CONTROL ELEMENTS EVERY 7 DAYS OR WITHIN 24 HOURS OF A 0.5 INCHRAINFALL EVENT. THE REPORTS SHALL BE MAINTAINED ON-SITE DURING THE CONSTRUCTION ACTIVITIES.4.IF ANY AREA OF THE SITE IS CLEARED AND THEN WILL NOT BE WORKED WITHIN 7-14 DAYS THE CONTRACTOR SHALLPROVIDE TEMPORARY STABILIZATION MEASURES.5.SOIL STOCKPILES ON-SITE SHALL BE PROTECTED BY SITE FENCE PLACED AROUND THE BASE OF THE STOCKPILE.6.THE CONTRACTOR SHALL PROVIDE A LOW SIDE DUMPSTER LINED WITH PLASTIC FOR CONCRETE CLEANOUT. CONCRETECLEANOUT SHOULD BE MAINTAINED IN A DESIGNATED AREA TO REDUCE THE RUNOFF.7.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLANS IS A VIOLATION OF VIRGINIA DEPARTMENT OFENVIRONMENTAL QUALITY (VDEQ) OR APPROPRIATE ORDINANCE AND SUBJECT TO A FINE. INCREASES IN AREA SHOULD BECOORDINATED WITH THE ENGINEER OF RECORD AND SUBMITTED TO VDEQ OR APPROPRIATE.8.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON ASPRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.9.ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER ASSOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.10. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF FREDERICKCOUNTY, VDEQ, OR APPROPRIATE.11. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.12.REMOVE SEDIMENT FROM PUBLIC OR PRIVATE RIGHT OF WAYS.13.ALL TEMPORARY CONTROLS TO BE REMOVED WITHIN 30-DAYS ONCE NO LONGER NEEDED. TRAPPED SEDIMENT MUST BEREMOVED AND STABILIZED.CONSTRUCTIONENTRANCECESEQUENCE OF CONSTRUCTION1.FINE GRADE SITE TO PROPOSED GRADES.2.PLACE CONCRETE, AND GRAVEL PAVEMENTS.3.STABILIZE ALL DISTURBED AREAS.4.REMOVE SEDIMENT AND EROSION CONTROL MEASURES AFTER ENGINEER OF RECORD HAS REVIEWED.*THE CONTRACTOR SHALL SUBMIT ALTERNATE PLANS TO THE PROJECT MANAGER AND ENGINEER PRIOR TO DEVIATING FROMTHE SEQUENCE OF CONSTRUCTION.AREA #10.317 ACAREA #21.53 ACAREA #30.212 ACAREA #40.108 ACTOTAL DISTURBED AREA:2.167 AC.KEYMAPC-162.1C-162.2C-540B1C-540B3 SN YLD TO YARD TRAFFICSN PED CROSSINGSN NO PARKINGAPPR0X FFEL DOOR 22752.51APPROX FFEL DOOR 23752.43TTTTTTTTWTRWTR SSSSSS341.6'341.6'353.3'353.3'UTILITYVAULTEXISTINGSHEDEXISTINGTRUCK RESTSTOP AREAWOODED AREAWOODED AREAWOODED AREA725730735740740 7407 4 5 745 7227237247267277 2 8 729731732733734734734736737738739741741741742742743743744744 730735 740 740 740740 740728 729 731 73 2 733 734 736737738739 739 739 741 741 EXISTING BUILDING(±326,879 SF)UGEUGEUGEWWWPRPOPSED ASRSBUILDING EXPANSION85.5' HEIGHT(25,500 SF)FFE = 752.51& ASRS = 741.3448" DOCKS740745 7417427437447467477482.6:18:112:1 4: 1 0.5% 5. 1 % 4.1:1 1.6 %2.4%745.16 EX7:1 747.20 EX739.26 EX739.48 EX748.65 EX3.9%748.61 EX748.54 EX748.55 EX747.74 EX2.7:12.4:14.8%12:1 5:15:1ST-100ST-101ST-103ST-104ST-105ST-110ST-102ST-112ROOF DRAINCONNECTION (TYP.)48 L.F. ABT TRENCHDRAINWITH TRASH BUCKET.ST-127ST-129ST-128RAISE TOP TO MATCHNEW PAVEMENT GRADETIE INTO EXISTINGSTORM SYSTEMTIE INTO EXISTINGSTORM SYSTEMST-131ST-132IP-1IP-1IP-1IP-1TRENCHDRAIN INLETFILTER. SEE DETAILB1 ON SHEET C-560.48" DOCKSCHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]XREF: 3410083201-CM-63 [..\1Models\3410083201-CM-63.dwg]XREF: 3410083201-CM-81 [..\1Models\3410083201-CM-81.dwg]XREF: 3410083201-CM-91 [..\1Models\3410083201-CM-91.dwg]XREF: 3410083201-CM-01 [..\1Models\3410083201-CM-01.dwg]XREF: 3410083201-CM-21 [..\1Models\3410083201-CM-21.dwg]XREF: 3410083201-CM-41 [..\1Models\3410083201-CM-41.dwg]XREF: 3410083201-CM-42 [..\1Models\3410083201-CM-42.dwg]XREF: 3410083201-CM-61 [..\1Models\3410083201-CM-61.dwg]XREF: 3410083201-CM-62 [..\1Models\3410083201-CM-62.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-162.1.dwg Layout Name: C-162.2 Feb 23, 2024 - 11:56am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.FINAL EROSIONAND SEDIMENTCONTROL PLAN02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMHJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-162.2SITE LEGENDLIMITS OF DISTURBANCELODSILT FENCESFROCK CHECKDAMCDIP-1XC-560C5INLET PROTECTIONSILT SACKC-560A5C-560A1FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 040206185230600MIN. 5' SOD STRIPSEEDINGMATCHLINE - SEE SHEETC-162.1MATCHLINE - SEE SHEET C-162.11.FINE GRADE SITE TO PROPOSED GRADES.2.PLACE CONCRETE, AND GRAVEL PAVEMENTS.3.STABILIZE ALL DISTURBED AREAS.4.REMOVE SEDIMENT AND EROSION CONTROL MEASURES AFTER ENGINEER OF RECORD HAS REVIEWED.*THE CONTRACTOR SHALL SUBMIT ALTERNATE PLANS TO THE PROJECT MANAGER AND ENGINEER PRIOR TO DEVIATING FROMTHE SEQUENCE OF CONSTRUCTION.AREA #10.317 ACAREA #21.53 ACAREA #30.212 ACAREA #40.108 ACTOTAL DISTURBED AREA:2.167 AC.EROSION & SEDIMENT NOTESSEQUENCE OF CONSTRUCTION1.THE EROSION CONTROL PLANS PROVIDE THE MINIMUM REQUIREMENTS TO MEET LOCAL, STATE AND FEDERALREGULATIONS. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TOCONTROL SEDIMENT RUNOFF FROM THE SITE.2.THE CONTRACTOR SHALL HAVE A QUALIFIED INSPECTOR ON-SITE FOR EROSION AND SEDIMENT CONTROL ACTIVITIES. THEQUALIFIED INSPECTOR SHALL MEET ALL OF THE REQUIREMENTS AS OUTLINED IN THE MOST CURRENT EDITION OF THEVIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.3.THE CONTRACTOR SHALL INSPECT THE EROSION CONTROL ELEMENTS EVERY 7 DAYS OR WITHIN 24 HOURS OF A 0.5 INCHRAINFALL EVENT. THE REPORTS SHALL BE MAINTAINED ON-SITE DURING THE CONSTRUCTION ACTIVITIES.4.IF ANY AREA OF THE SITE IS CLEARED AND THEN WILL NOT BE WORKED WITHIN 7-14 DAYS THE CONTRACTOR SHALLPROVIDE TEMPORARY STABILIZATION MEASURES.5.SOIL STOCKPILES ON-SITE SHALL BE PROTECTED BY SITE FENCE PLACED AROUND THE BASE OF THE STOCKPILE.6.THE CONTRACTOR SHALL PROVIDE A LOW SIDE DUMPSTER LINED WITH PLASTIC FOR CONCRETE CLEANOUT. CONCRETECLEANOUT SHOULD BE MAINTAINED IN A DESIGNATED AREA TO REDUCE THE RUNOFF.7.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLANS IS A VIOLATION OF VIRGINIA DEPARTMENT OFENVIRONMENTAL QUALITY (VDEQ) OR APPROPRIATE ORDINANCE AND SUBJECT TO A FINE. INCREASES IN AREA SHOULD BECOORDINATED WITH THE ENGINEER OF RECORD AND SUBMITTED TO VDEQ OR APPROPRIATE.8.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON ASPRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.9.ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER ASSOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.10. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF FREDERICKCOUNTY, VDEQ, OR APPROPRIATE.11. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.12.REMOVE SEDIMENT FROM PUBLIC OR PRIVATE RIGHT OF WAYS.13.ALL TEMPORARY CONTROLS TO BE REMOVED WITHIN 30-DAYS ONCE NO LONGER NEEDED. TRAPPED SEDIMENT MUST BEREMOVED AND STABILIZED.CONSTRUCTIONENTRANCECEKEYMAPC-162.1C-162.2C-540B1C-540B3 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSN STOPSN STOPSN YLD TO YARD TRAFFICSN PED CROSSINGSN NO PARKINGWVWVFHAPPR0X FFEL DOOR 22752.51APPROX FFEL DOOR 23752.43WTTTTTxTWWWTGGGGGGTTTTTXXXXWVWVWVWVHYDHYDST341.6'341.6'353.3'353.3'EXISTING BUILDING(±326,879 SF)EXISTINGGUARD SHACKEXISTINGBUILDINGEXISTINGSHEDEXISTINGTRUCK RESTSTOP AREAEXISTINGGUARD SHACKSTST725730735735740740740 7407457 4 5745 74575075075575572272372472672772872973173173173273273273273273373373373373373473473473473473673673773773873873973974174174174174174174174174274274274274274274374374374374474474474474674674774774874874974975175175275 2752752 753753754754730735 740 740 740740 740728 729 731 73 2 73 3 734 736737738739 739 739 741 741 EXISTING BUILDING(±326,879 SF)75' BUILDING SET BACK25' BUILDING SETBACK75' BUILDING SETBACK75' BUILDING SETBACK25' BUILDING SETBACK25' BUILDING SETBACK75' BUILDING SETBACKPREVIOUSLY PERMITTEDSILO TANK ANDALCOVE BUILDING. UNDERCONSTRUCTION.EXISTING SOUTAUTO LOTEXISTING 68 SPACETRAILER LOTCHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201-CM-01 [..\1Models\3410083201-CM-01.dwg]XREF: 3410083201-CM-71 [..\1Models\3410083201-CM-71.dwg]XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-171.dwg Layout Name: C-171 Feb 23, 2024 - 11:57am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.PREDEVELOPMENTDRAINAGE MAP02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMHJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-1711002000PRE DEVELOPMENT BASIN LEGENDPRE-DA-A (PROCESS) = 0.317 AC.IMPERVIOUS = .033 AC.PERVIOUS = .284 AC.C = .35 (PERVIOUS)C = .98 (IMPERVIOUS)COMPOSITE C = .42i = 5.03 IN/HR (10YR 10MIN.)Q = 0.66 CFSPRE-DA-B (ASRS) = 1.53 AC.IMPERVIOUS = .499 AC.PERVIOUS = 1.03 AC.C = .35 (PERVIOUS)C = .98 (IMPERVIOUS)COMPOSITE C = .56i = 5.03 IN/HR (10YR 10MIN.)Q = 4.30 CFSPRE-DA-C (FUEL) = 0.212 AC.IMPERVOUS = 0PERVIOUS = 0.212 AC.C = .35 (PERVIOUS)C = .98 (IMPERVIOUS)COMPOSITE C = .35Q = 0.37 CFSTOTAL PRE DEVELOPMENT Q = 5.33 CFSFACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 0402061852 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSN STOPSN STOPDEC 12"DIA BRADFORD PEARDEC 12"DIA FORKED BRADFORD PEAR10"DIA" Deciduous15"DIA" DeciduousSN YLD TO YARD TRAFFICSN PED CROSSINGSN NO PARKINGWVWVGas Wintess PostGAS WITNESS POSTGAS WITNESS POSTAPPR0X FFEL DOOR 22752.51APPROX FFEL DOOR 23752.43WTTTTTxTWWWTGGGGGGTTTTTXXXXSTSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS341.6'341.6'353.3'353.3'EXISTING BUILDING(±326,879 SF)EXISTINGGUARD SHACKEXISTINGBUILDINGCONCRETE PADTELECOMMUNICATIONHANDHOLETELECOMMUNICATIONHANDHOLEUTILITYVAULTEXISTINGSHEDEXISTINGTRUCK RESTSTOP AREATELECOMMUNICATIONHANDHOLETELECOMMUNICATIONHANDHOLEELECTRICHANDHOLEELECTRICHANDHOLETELECOMMUNICATIONHANDHOLEELECTRICHANDHOLETELECOMMUNICATIONHANDHOLEELECTRICHANDHOLEEXISTINGGUARD SHACKPOWER PANELPOWER POLETRANSFORMERSTELECOMMUNICATIONHANDHOLEWOODED AREAWOODED AREAWOODED AREAWOODED AREAWOODED AREAWOODED AREAWOODED AREAWOODED AREAWOODED AREAWOODED AREAWOODED AREAWOODED AREASTSTPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE725730735735740740740 7407457 4 5745 74575075075575572272372472672772872973173173173273273273273273373373373373373473473473473473673673773773873873973974174174174174174174174174274274274274274274374374374374474474474474674674774774874874974975175175275 2752752 753753754754730735 740 740 740740 740728 729 731 73 2 73 3 734 736737738739 739 739 741 741 EXISTING BUILDING(±326,879 SF)75' BUILDING SET BACK25' BUILDING SETBACK75' BUILDING SETBACK75' BUILDING SETBACK25' BUILDING SETBACK25' BUILDING SETBACK75' BUILDING SETBACKPREVIOUSLY PERMITTEDSILO TANK ANDALCOVE BUILDING. UNDERCONSTRUCTION.SAN:7093882.4467E:11571095.8779N:7093895.8086E:11571104.3527N:7094400.0631E:11571784.7686N:7094389.0163E:11571802.1858N:7093824.3190E:11571059.0105N:7093799.7705E:11571097.7153N:7094630.9722E:11571553.0258N:7094448.8689E:11571840.1466EXISTING SOUTAUTO LOTEXISTING 68 SPACETRAILER LOT48" DOCKSST-100ST-101ST-103ST-104ST-105ST-110ST-102ST-112ST-200ST-201ST-203ST-204ST-205ST-206ROOF DRAINCONNECTION (TYP.)48 L.F. ABT TRENCHDRAINWITH TRASH BUCKET.ST-123ST-124ST-125ST-126ST-127ST-129ST-128RAISE TOP TO MATCHNEW PAVEMENT GRADETIE INTO EXISTINGSTORM SYSTEM4" SDR-36 PVC LEADER4" CLEAN OUT4" 45° BEND4"x12" WYE6" CLEAN OUTINV = 747.8050 L.F. 12" SDR-35PVC @ 2.80%4" SDR-36 PVC LEADER4" CLEAN OUT4" 45° BEND4"x12" WYEINV = 749.00INV = 749.00CONNECT TOEXISTING 15"PVC AT INV = 746.50CAP EXISTING15" PVC6" SDR-35 PVC LEADER6" CLEAN OUT" 45° BEND6"x10" WYE6" CLEAN OUTINV = 743.0051 L.F. 10" SDR-35PVC @ 1.16%10" INV = 742.50INV = 746.00INV = 745.00INV = 745.006" INV = 742.50TIE INTO EXISTINGSTORM SYSTEM6" SDR-35 PVC LEADER6" CLEAN OUT" 45° BEND6"x10" WYECONNECT TOEXISTING ROOF12" DRAIN12" INV = 753.85CONNECT TOEXISTING ROOFDRAIN. FIELD VERIFYINV = 750.00FIELD VERIFYST-131ST-132CONCRETE ENCASE EXSITINGSANITARY LINE AND NEWSTORM SEWER LINE. 5'X5'ENCASEMENT.EXISTING 4" SANITARY INV = 748.51±15" STORM INV = 749.44CHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]XREF: 3410083201-CM-91 [..\1Models\3410083201-CM-91.dwg]XREF: 3410083201-CM-01 [..\1Models\3410083201-CM-01.dwg]XREF: 3410083201-CM-21 [..\1Models\3410083201-CM-21.dwg]XREF: 3410083201-CM-41 [..\1Models\3410083201-CM-41.dwg]XREF: 3410083201-CM-42 [..\1Models\3410083201-CM-42.dwg]XREF: 3410083201-CM-81 [..\1Models\3410083201-CM-81.dwg]XREF: 3410083201-CM-72 [..\1Models\3410083201-CM-72.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-172.dwg Layout Name: C-172 Feb 23, 2024 - 11:57am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.POSTDEVELOPMENTDRAINAGE MAP02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMHJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-172POST DEVELOPMENT BASIN LEGENDPOST-DA-A (PROCESS) = 0.317 AC.IMPERVIOUS = 0.164 AC.PERVIOUS = 0.153 AC.C = .35 (PERVIOUS)C = .98 (IMPERVIOUS)COMPOSITE C = .67i = 5.03 IN/HR (10YR 10MIN.)Q = 1.06 CFSPRE-DA-B (ASRS) = 1.53 AC.IMPERVIOUS = 1.329 AC.PERVIOUS = 0.201 AC.C = .35 (PERVIOUS)C = .98 (IMPERVIOUS)COMPOSITE C = .89i = 5.03 IN/HR (10YR 10MIN.)Q = 6.84 CFSPRE-DA-C (FUEL) = 0.212 AC.IMPERVIOUS = 0.094 AC.PERVIOUS = 0.201 AC.C = .35 (PERVIOUS)C = .98 (IMPERVIOUS)COMPOSITE C = .42Q = 0.44 CFSTOTAL POST DEVELOPMENT Q = 8.34 CFSFACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 04020618521002000POST DEVELOPMENT Q (8.34CFS)- PRE DEVELOPMENT Q (5.33 CFS)NET INCREASE = 3.01 CFS ALIGNMENT FROM ST-100 TO ST-105HORIZONTAL SCALE: 1" = 10'VERTICAL SCALE: 1" = 1'72873074075076072873074075076010+0011+0012+0013+0014+0014+70ALIGNMENT FROM ST-110 TO ST-102HORIZONTAL SCALE: 1" = 10'VERTICAL SCALE: 1" = 1'73574075076073574075076010+0010+80ALIGNMENT FROM ST-113 TO ST-112HORIZONTAL SCALE: 1" = 10'VERTICAL SCALE: 1" = 1'72973074075072973074075010+0011+00ALIGNMENT FROM ST-200 TO ST-205HORIZONTAL SCALE: 1" = 10'VERTICAL SCALE: 1" = 1'74075076074075076010+0011+0012+0013+00ALIGNMENT FROM ST-123 TO ST-126HORIZONTAL SCALE: 1" = 10'VERTICAL SCALE: 1" = 1'74075076074075076010+0011+0012+0012+50ALIGNMENT FROM ST-120 TO ST-121HORIZONTAL SCALE: 1" = 10'VERTICAL SCALE: 1" = 1'74175076074175076010+0011+00INV (NE)=744.65RIM=748.47ST-100STA=10+00INV (SW)=743.00INV (NW)=743.00RIM=746.66ST-101STA=10+57.47INV (SE)=742.60INV (NW)=741.60INV (SW)=742.70RIM=746.11ST-102STA=10+74.69 INV (SE)=738.70 INV (NW)=738.70 RIM=742.75 ST-103 STA=12+32.46 INV (SE)=736.50 INV (NW)=735.90 RIM=740.00 ST-104 STA=13+92.50 INV (SE)=733.50 RIM=739.74 ST-105 STA=14+15.5247' OF 6" @ 3.32%22' OF 15" HP STORM PP @ 1.85%158' OF 15" HP STORM PP @ 1.84%160' OF 15" HP STORM PP @ 1.37%23' OF 15" HP STORM PP @ 10.43%INV (SW)=749.65 RIM=752.10 ST-200 STA=10+00 INV (NE)=749.55 INV (S)=749.55 RIM=752.25 ST-201 STA=10+29.34 INV (N)=749.20 INV (SW)=748.50 RIM=751.75 ST-203 STA=10+66.09 INV (NE)=748.30 INV (NW)=748.30 RIM=756.13 ST-204 STA=11+03.01 INV (SE)=747.60 INV (NE)=745.50 RIM=752.06 ST-205 STA=12+22.6629' OF 15" HP STORM PP @ 0.34%37' OF 15" HP STORM PP @ 0.54%120' OF 15" HP STORM PP @ 0.59%INV (SW)=745.25 RIM=751.67 ST-206 STA=12+55.7533' OF 15" HP STORM PP @ 0.76%15 inch HP STORM PPTop of Pipe=746.83Bottom of Pipe=745.36INV (SE)=747.30 RIM=750.00 ST-126 STA=12+01.9584' OF 15" HP STORM PP @ 0.95%INV (SE)=748.10 INV (NW)=748.10 RIM=753.10 ST-125 STA=11+17.7183' OF 15" HP STORM PP @ 0.36%INV (NE)=748.40 INV (NW)=748.40 RIM=752.88 ST-124 STA=10+34.88 INV (SW)=748.60 RIM=751.88 ST-123 STA=10+00 INV (NE)=736.00 RIM=746.59 ST-112 STA=10+51.73 INV (SE)=742.60INV (NW)=741.60INV (SW)=742.70RIM=746.11ST-102STA=10+74.69INV (NE)=743.00RIM=752.48ST-110STA=10+0030' OF 15" HP STORM PP @ 1.01%35' OF 15" HP STORM PP @ 0.57%10 YR HGL: 748.99'10 YR HGL: 748.81'10 YR HGL: 748.75'10 YR HGL: 748.53'10 YR HGL: 745.78'10 YR HGL: 745.44'EXISTINGPROPOSEDEXISTINGPROPOSEDEXISTINGEXISTINGPROPOSEDEXISTINGPROPOSEDEXISTINGPROPOSEDNOTE:THIS SYSTEM IS A SECONDARYEMERGENCY OVERFLOW SYSTEM. THEREFORE HGL'SNOT SHOWN SINCE THE 10 YR STORM DID NOT ENTERTHE THIS SYSTEM.10 YR HGL: 744.92'10 YR HGL: 743.28'10 YR HGL: 741.45'10 YR HGL: 739.65'10 YR HGL: 737.14'10 YR HGL: 735.00'10 YR HGL: 741.45'10 YR HGL: 741.45'10 YR HGL: 749.20'10 YR HGL: 746.45'10 YR HGL: 736.84'10 YR HGL: 736.24'EXISTING 8" WATERMAIN.APPROX. TOP = 735.25CHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]XREF: 3410083201-CM-81 [..\1Models\3410083201-CM-81.dwg]XREF: 3410083201-CM-91 [..\1Models\3410083201-CM-91.dwg]XREF: 3410083201-CM-01 [..\1Models\3410083201-CM-01.dwg]XREF: 3410083201-CM-42 [..\1Models\3410083201-CM-42.dwg]XREF: 3410083201-CM-21 [..\1Models\3410083201-CM-21.dwg]XREF: 3410083201-CM-41 [..\1Models\3410083201-CM-41.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-140.dwg Layout Name: C-240 Feb 23, 2024 - 11:54am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.STORM SEWERPROFILES02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMH04/21/23GMPFJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-240FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 0402061852 DETAILSUMMARY OF FILL PLACEMENTA1NOT TO SCALEDETAILCONCRETE PAVEMENT SECTIONA3NOT TO SCALEDETAILB1NOT TO SCALEDETAILCONCRETE SIDEWALKB2NOT TO SCALEDETAILB4NOT TO SCALEDETAILC1NOT TO SCALEDETAILC5NOT TO SCALEDETAILCONCRETE JOINT DETAILD1NOT TO SCALEDETAILDIAMOND DOWEL DETAILD4NOT TO SCALEDETAILD5NOT TO SCALE6" BOLLARDDOCK AREA GORE STRIPINGDOCK AREA STRIPING DETAILLIFT THICKNESSLOOSECOMPACTIONTEST METHODFOR MAX. DRYDENSITYLOCATIONMATERIAL DESCRIPTIONMOISTURECONTENT(% POINTS)GENERAL NOTES:1. TEST FREQUENCY IS IDENTIFIED IN PROJECT SPECIFICATION SECTION 02300 - EARTHWORK.2. MATERIAL DESCRIPTIONS APPLY TO ON-SITE AND OFF-SITE MATERIALS.3. CHANGES TO THE ABOVE CRITERIA CAN ONLY BE MADE WITH APPROVAL OF ENGINEER.STRUCTURAL FILL: (ORGANIC CONTENT <3%)● Building Areas● Pavement AreasGENERAL FILL:● Pavement Areas below sub-base (Not allowed in building areas)● Shoulder & Lawn AreasUSCS Classification: GW, GP, GM, SW, SP, SM, SC orother combinations thereof meeting the following criteriaOn- Site Material: UCSC CLASSIFICATION SC, SM, ML, CLStandard Proctor(ASTM D 698)98 %+/- 2%98 %+/- 2%On-site import materialStandard Proctor(ASTM D 698)Standard Proctor(ASTM D 698)98 %+/- 2%Aggregate Base meeting the material requirements ofVirginia DOTPlaced according to Virginia DOTStandard SpecificationsAGGREGATE BASE COURSETOP SOIL8 InchesUSCS Classification: CL, CH, ML, SC or othercombinations thereof.90 %+/- 2%Standard Proctor(ASTM D 698)CONCRETE PAVEMENT (PCC)(4,500 PSI DESIGN MIX)FINISHGRADE6"18"AGGREGATEBASE COURSESTRUCTURAL FILL ASNEEDED.PROOF ROLL SURFACEOF UNDISTURBED SOILCOMPACTED OR STABILIZEDUPPER LAYER (SEE NOTE NO. 1)TYPECONCRETE PAVEMENT TABLEA1C-520EX GRADESUBGRADEELEVEXPOSURECLASS - FMIN.COMPRESSIVESTRENGTHf ' c (PSI)AIRENTRAINMENT%MAX W/CRATIOMAX.AGGREGATESIZE {MIN.}(IN.)MAX. SLUMP(IN.)CONCRETE(IN.)BASE(IN.)SUB-BASE(IN.)REINFORCEMENTCONCRETE MIX NOTES:1.THE MAXIMUM SLUMP IS TO NEVER BE EXCEEDED (THIS VALUE ALREADY INCLUDES TOLERANCE)2.CONCRETE MIXES FOR SLAB ON GROUND CONSTRUCTION SHALL COMPLY WITH ACI 302.1r-15, SECTION 8.9REGARDING AGGREGATE GRADATIONS.3.AGGREGATE PROPORTIONS GRADATIONS FOR CONCRETE MIXTURES USED FOR SLAB ON GROUND SHALLACHIEVE OPTIMAL COARSENESS AND WORKABILITY FACTORS. THE COARSENESS FACTORS SHALL BEBETWEEN 45 AND 75. THE WORKABILITY FACTOR SHALL BE BETWEEN 38 AND 44 WHEN THE COARSENESSFACTOR IS BETWEEN 34 AND 40 AND BETWEEN 34 AND 40 WHEN THE COARSENESS FACTOR IS 75. LINEARINTERPOLATION OF THE WORKABILITY FACTOR IS PERMITTED BETWEEN INDICATED COARSENESS FACTORS.MATERIALS:REINFORCING STEELASTM A615, GRADE 60WELDED WIRE REINFORCEMENTASTM A1064SLABS-ON-GROUND:1.COMPACTED OR STABILIZED UPPER LAYER: IN AREAS WHERE SOFT OR OTHERWISE UNSUITABLE SOILS AREIDENTIFIED DURING THE PROOF ROLLING, THOSE MATERIALS ARE TO BE UNDERCUT OR STABILIZED.2.PRIOR TO CONCRETE PLACEMENT, THE SUB-GRADE SHALL BE PROOF ROLLED SO THAT THE MAXIMUMDEFLECTION UNDER A TRI-AXIAL LOAD OF 40 KIPS IS LESS THAN 1/2".3.CONTRACTOR SHALL FOLLOW THE JOINT PLANS AS PROVIDED IN THE CIVIL ENGINEERING DRAWINGS. ANYDEVIATION SHALL BE SUBMITTED TO THE EOR AND BE APPROVED.AIR ENTRAINMENT NOTES:AIR ENTRAINMENT IS ONLY REQUIRED WHERE CONCRETE WILL BE EXPOSED TO ENVIRONMENTAL CONDITIONSFOR EXPOSURE CLASS F1, F2 AND F3 (PER ACI 318) AND HARD TROWEL FINISH IS NOT SPECIFIED, UNLESSSPECIFIED BY THE ENGINEER. AN EXPOSURE CLASS OF F0 REFERS TO ENVIRONMENTAL CONDITIONS WHEREFREEZING IS NOT COMMON. GENERALLY THE PROPER AIR ENTRAINMENT RATE IS PER THE FOLLOWINGINFORMATION WITH A TOLERANCE ON THE AS-DELIVERED CONCRETE OF +/- 1.5 PERCENT. THE PROPER AIRENTRAINMENT RATE IS DEPENDENT ON THE EXPOSURE CONDITION AND THE SIZE OF THE COARSE AGGREGATEEXPRESSED AS THE MAXIMUM NOMINAL AGGREGATE SIZE (ACI 318-14 TABLE 19.3.2.1).EXPOSURE CLASS F1 : WHERE THE CONCRETE IN A COLD CLIMATE WILL BE ONLY OCCASIONALLY EXPOSED TOMOISTURE PRIOR TO FREEZING, AND WHERE NO DEICING SALTS ARE USED.a.1-1/2” OR 1” NORMAL MAXIMUM AGGREGATE SIZE: 4-1/2 PERCENT.b.¾” NOMINAL MAXIMUM AGGREGATE SIZE: 5 PERCENT.c.½” NOMINAL MAXIMUM AGGREGATE SIZE: 5 ½ PERCENT.d.3/8” NOMINAL MAXIMUM AGGREGATE SIZE: 6 PERCENT.EXPOSURE CLASS F2 & F3 : WHERE THE CONCRETE IN A COLD CLIMATE MAY BE IN ALMOST CONTINUOUSCONTACT WITH MOISTURE PRIOR TO FREEZING OR WHERE DEICING SALTS ARE USED.a.1-1/2” NOMINAL MAXIMUM AGGREGATE SIZE: 5-1/2 PERCENT.b.1” OR ¾” NOMINAL MAXIMUM AGGREGATE SIZE: 6 PERCENT.c.½” NOMINAL MAXIMUM AGGREGATE SIZE: 7 PERCENT.d.3/8” NOMINAL MAXIMUM AGGREGATE SIZE: 7-1/2 PERCENT.HEAVY-DUTY PAVEMENTF24,500SEE NOTES0.451-1/2 {1}412--JOINTS ONLYTABLE OF SIDEWALK JOINTS"E"LOCATION"C"TYPEWITH TURNED DOWN EDGETRANSVERSE JOINT AT INTERVALS EQUAL TO THE SIDEWALK WIDTHAT THE P.C'S AND P.T.'S OF EACH CURVE, ABRUPT CHANGES IN DIRECTION, AND WHERENEW SIDEWALK ABUTS EXISTING SIDEWALK OR OTHER EXISTING CONCRETE SURFACESTRUCTURES.1/4" PER FT.PLANSECTION "A-A"SECTION "A-A"TYPE CVARIES - SEE PLANS6"8"6"VARIES - SEE PLANS1/4" PER FT.TYPE "C" JOINT WHEN EDGE ISTURNED DOWN FOR CURB6"12" PREMOLDED EXPANSIONJOINT MATERIAL14"R"W"1/2"1/8"1 1 2"NOTES:1.TYPE "C" JOINT MAY EITHER BE TOOLED IN WET CONCRETE OR SAWCUT AS SOON AS CONCRETEIS HARDENED TO ALLOW CUTTING WITHOUT RAVELING, BUT IN NO CASE TO BE TOOLED ORSAWCUT AFTER 8 HOURS OF PLACEMENT.2.CONCRETE SHALL BE 3,000 P.S.I..3.IF SIDEWALK IS EXPOSED TO SEVERE COLD WEATHER CONDITIONS OR DEICING, THEN CONCRETESHALL BE 4,500 P.S.I..TYPE "C"CONTRACTION JOINTTYPE "E"EXPANSION JOINTAAJOINTVARIES SEE PLANS4"4" OR AS NOTEDON PLANS4" WIDE WHITESTRIPES, 15 MILS MIN.THICKNESS (TYP.)DOCKEND DOCK DOOR℄ DOCK DOOREND DOCK DOOR12.0'(TYP.)6.0'(TYP.)6.0'(TYP.)80'VARIES(SEE PLANS)60' 5' O.C.4" SOLID WHITE15 MIL MIN. THICKNESS (TYP.)4" SOLID WHITE15 MIL MIN. THICKNESS (TYP.)12" SOLID WHITE15 MIL MIN. THICKNESS (TYP.)SLOPE TO DRAIN6"Ø HOT DIPPED GALVANIZEDSTEEL POST FILLED WITH 3,000 (MIN.)CONCRETE & PAINTED YELLOWFINISHEDGRADE3,000 P.S.I. CONCRETE(MIN.)4' 4' DEPTH* (MAY VARY)2'12"NOTES:1.IN AREAS OF CONGESTEDUNDERGROUND UTILITIES,ESPECIALLY ELECTRICALCONDUITS, INSTALLER WILLEXCAVATE CAREFULLY ANDADJUST DEPTH ACCORDINGLYTO AVOID CONFLICT.SLAB SHRINKAGEM O V E M E N TSLABSHRINKAGEMOVEMENTSLABSHRINKAGEMOVEMENTS L A BSHRINKAGEMOVEMENTNOTES:1.DIAMOND DOWEL® PLATES PROVIDE MAXIMUM LOAD TRANSFER PERFORMANCE BUT INDUCE NO LATERALRESTRAINT.2.DIAMOND DOWEL® 1/4" AND 3/8" PLATES SAW CUT FROM HOT ROLLED STEEL BAR; 3/4" PLATES SAW CUTFROM COLD ROLLED STEEL BAR.3.INSTALLATION TEMPLATE PROVIDED FOR SPEED, EASE AND ACCURACY OF INSTALLATION IN THE FIELD.4.DIAMOND DOWEL® SYSTEM AS MANUFACTURED BY PNA CONSTRUCTION TECHNOLOGIES, INC. (800)542-0214.CONSTRUCTIONJOINTCONSTRUCTIONJOINTSLAB DEPTH(IN.)6 TO 7>7 TO 9>9 TO 11DIAMOND LOAD PLATEDIMENSIONS (IN.)14 X 412 X 412DIAMOND LOAD PLATE SPACINGCENTER-TO-CENTER, (IN.)1838 X 412 X 41234 X 412 X 412PAVEMENT STRUCTURE THICKNESS TABLE1827NOTE:CONTRACTOR SHALL SUBMITSHOP DRAWINGS OF POURSTRATEGY AND CONSTRUCTIONJOINT LAYOUT FOR APPROVALATTENTION:PAVEMENT DESIGN LIFE IS20 YRS. PAVEMENT DESIGNLIFE GREATER THAN 20YRS REQUIRE DOWEL PLATECORROSION PROTECTIONWHERE EXPOSED TO DEICINGSALTS.DIAMOND DOWEL PLATEDIMENSIONS ARE 412" SQ. &6.36" AT THE JOINT6" MIN.DETAILB5NOT TO SCALEDETAILD2NOT TO SCALEDETAILD3NOT TO SCALE1.5'18" WIDE~4,000 PSICONCRETE COLLAR8" THICK.PLANBBCONCRETE COLLAR FOR UNPAVED LOCATIONSSECTION#4 @ 12" O.C.3" FROM EACH SIDEDEPTH PER PLANS 1.5'1/8 " PER 1 FT1/8 " PER 1 FTFINISHED GRADEINLET GRATE& FRAMESIDEWALKF24,500SEE NOTES0.451/2 {1/4}46--WWF1/4"/FT.FINISHFLOOR2' GRAVELRODENT STRIPSEE PLANS FORFINISH GRADES6"ALUMINUM EDGING 316" THICK AND5" IN HEIGHTBUILDING FACESECTION A-ACOMPACTED SUBGRADE3" OF 34" TO 1"CRUSHED ROCKBUILDINGPAVEDAREAAAPLANWIDTH: MATCH EXISTINGGRAVEL RODENT STRIP DETAILSUBGRADEELEVATIONNOTES:1. COMPACTED OR STABILIZED UPPER LAYER: IN AREAS WHERE SOFT OR OTHERWISE UNSUITABLE SOILS AREIDENTIFIED DURING PROOF ROLLING, THOSE MATERIALS ARE TO BE UNDERCUT OR STABILIZED. STABILIZATIONMAY BE PERFORMED BY SAND BLENDING OR CHEMICAL ADDITION.2. SEE SUMMARY OF FILL DETAIL FOR COMPACTION AND ACCEPTABLE GRAVEL.3. BASED ON SUBBASE CONDITIONS, TRAFFIC FREQUENCY AND DESIGN LOADS, SOME PROJECT SITES MAY REQUIREBOTH SEPARATION AND STABILIZATION GEOTEXTILE FABRIC.FABRICTYPE2ND LIFTX2SOIL REINFORCEMENTGRID* OR APPROVED EQUIVALENT1ST LIFTX112"12"TYPEFIRE ROAD GRAVEL PAVEMENT12"SUBBASEAGGREGATE PAVEMENT THICKNESS TABLESTABILIZATION8"N/ATENSAR TRIGRID*STABILIZATIONSEPARATIONFABRIC GEOTEXTILEMIRAFI 180N*BRAND / MODELDESCRIPTIONTYPEGEOTEXTILE FABRICGRAVEL PAVEMENT. WELLGRADED #57 STONE WITH FINES.(SEE NOTE NO. 2)GEOTEXTILE FABRIC(SEE TABLE)COMPACTYED OR STABILIZEDUPPER LAYER (SEE NOTE NO. 1)X2X1 PROOF ROLL SURFACE OFUNDISTURBED SOILFILL2ND LIFT1ST LIFTGRAVEL PAVEMENT DETAILCONCRETE HEADER CURBNOTES:1. THE LENGTH OF THE PD³ BASKET® PLATE DOWELIS SPECIFIED AS A 12" OR 8" LENGTH TO DELIVERAN EIGHT- OR FOUR- INCH SAW-CUTINSTALLATION CONSTRUCTION TOLERANCE.2.TAPERED PLATE DOWELS PLASMA CUT FROMHOT ROLLED BAR PER ASTM A36 TO WITHIN 3/16"OF 12".3. THE TAPERED PLATE DOWELS ARE COATED WITHA DOT APPROVED DEBONDING AGENT TECTYL®506. THE COATING IS UNIFORMLY APPLIEDWITHOUT EXCESSIVE DRIPS OR THICKNESS.4. SIDE FRAME SUPPORTS FABRICATED FROM 1/4"DIAMETER COLD DRAWN WIRE PER ASTM A108GRADE 1010 - 020.5. ASSEMBLIES MANUFACTURED SO THAT THEYSTACK ON TOP OF EACH OTHER FORTRANSPORTATION AND REMAIN STABLE UNDERCONCRETE PLACEMENT.6. END TAPERED PLATE DOWEL CAN BE PLACED UPTO 6" FROM JOINT INTERSECTION.7. PD³ BASKET® ASSEMBLY AS MANUFACTURED BYPNA CONSTRUCTION TECHNOLOGIES, INC. (800)542-0214.SLAB DEPTH(IN.)6 TO 7>7 TO 9>9 TO 11LOADINGCLASSIFICATIONH20TAPERED PLATEDOWELDIMENSIONS (IN.)38 X 2 X 12PAVEMENT STRUCTURE THICKNESS TABLE18DOWEL SPACINGCENTER-TO-CENTER(IN.)1827H20EXTRA HD12 X 212 X 1234 X 212 X 128 GA. SHIPPING WIRE@ 30" O.C.TAPERED PLATE DOWELSWELDED AT OPPOSITE ENDS INBASKET AT SPECIFIEDSPACING ON CENTERSPECIFIED SPACINGSEE TABLEHALF SLAB THICKNESS TO CENTER OFDOWEL TO WITHIN +O R MINUS 1/8" SLAB DEPTHDOWEL BASKET PD3 SYSTEM DETAILTYPE "A" - END JOINTTYPE "I" - ISOLATION JOINTTYPE "D" - CONSTRUCTION JOINTSECOND POURFIRST POURTYPE "C" - CONTRACTION JOINTTYPE "E" - EXPANSION JOINTSLAB DEPTH(IN.)5 - 6> 6MAXIMUM JOINT*SPACING (FT.)1215TABLE B: CONTRACTION JOINT SPACINGDETAIL "A"DETAIL "B"*REF ACI 330R: THE RECOMMENDEDLENGTH TO WIDTH RATIO IS 1 : 1 WITHTHE MAXIMUM RATIO OF 1.25 : 1SLAB DEPTH(IN.)6 TO 7ROUND DOWELDIAMETER34"TABLE A: TYPE A DOWEL REQUIREMENTS12DOWEL SPACINGCENTER-TO-CENTER(IN.)7 TO 8129 TO 11121"1 14"*NOTE: FOR PAVEMENT THICKNESSES LESS THAN6-INCHES THICK, NO JOINT REINFORCEMENT SHALLBE INSTALLEDNEW PAVEMENTEXISTING PAVEMENTGREASE DOWELSEE TABLE ADRILL & EPOXYINTO EXISTINGCONCRETE PAVEMENTSEE DETAIL "A"JOINT SEALER & BACKER RODPER SPECIFICATION 32 13 7338" SAWCUT18" SAWCUT (EARLY ENTRY)PORTLAND CEMENTCONCRETE PAVEMENTBACKER RODSEE DETAIL "A"JOINT SEALERSEE DETAIL "A"USED AT JUNCTIONS WITH THEFOLLOWING STRUCTURE ELEMENTS-WALLS-COLUMNS-EQUIPMENT FOUNDATIONS-FOOTINGS-DRAINAGE/SANITARY STRUCTURESNON EXTRUDED PREMOULDEDJOINT FILLER (A.S.T.M. D-1751)SAW CUT CONTRACTION JOINTSAW CUTCONTRACTION JOINTSEE TABLE "B" FORMAXIMUMCONTRACTION JOINTSPACINGPD3 BASKET ASSEMBLY - JOINT INTERSECTIONSEE DETAIL "A"DIAMOND DOWEL SYSTEMSEE DETAILPREFABRICATED RECTANGULAR LOADPLATE BASKET OR PD3 BASKETSEE DETAILCORK/REDWOODEXPANSION JOINT FILLER* JOINT FILLER AND DOWEL SUPPORT SHALL BE OF A METHOD APPROVED BY THEENGINEER OF RECORDSEE DETAIL "B"SEE DETAIL "B"#6 SMOOTH DOWEL FOR D=8"#8 SMOOTH DOWEL FOR 6"<D≤12"JOINT SEALER & BACKER RODPER SPECIFICATION 32 13 73SEE SPECIFICATION SECTION 32 13 13FOR EARLY ENTRY METHODD/2 D/2D PER PRODUCT SPEC 38" SAWCUTPER PRODUCT SPEC D/6 TO D/5 D DDD/2 D/2 D/2 D/2 D/2 D/2 D 24"14"DOWEL COATING2"2" MIN. CLOSED ENDBAR STOP/DOWELSLEEVE TO FIT DOWELAND BE SECURED114" MIN. CLEARANCE18" (TYP)LOCATIONS WHERE A CONTRACTION JOINT FORMS A T-JOINTAT ANOTHER CONTRACTION JOINT: PLUNGE CUT THE FIRSTCONTRACTION JOINT AT LEAST 6" IN DEPTH AT THE LOCATIONAS INDICATED ON THE ILLUSTRATION WHERE THE SECONDCONTRACTION JOINT WILL INTERSECT. REFERENCE TABLE BFOR JOINT SPACING.PLUNGE CUT DETAIL12 DIAMONDLENGTH12 DIAMONDLENGTH12 DOWELLENGTH24" LONGPLUNGE CUT(TYP.)STRUCTUREDETAILC4NOT TO SCALEFIRE LANE SIGN TYPE D 1/2"R2" R FINISH GRADEPAVEMENTAPPROVED GRANULARBASE MATERIAL6"8"6" 18"24"8"6"TOPSOILMAX DRY DENSITY > 100PCFPLASTICITY INDEX (PI) < 20LIQUID LIMIT (LL) < 408" W/ HEAVY DUTYCOMPACTION EQUIPMENT6" W/ LIGHT WEIGHTCOMPACTION EQUIPMENT8" W/ HEAVY DUTYCOMPACTION EQUIPMENT6" W/ LIGHT WEIGHTCOMPACTION EQUIPMENTCHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-520.dwg Layout Name: C-520 Feb 23, 2024 - 11:57am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.GEOMETRYDETAILS02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMH04/21/23GMPFJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-520FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 0402061852 DETAILA1NOT TO SCALEDETAILA2NOT TO SCALEDETAILA3NOT TO SCALEDETAILA4NOT TO SCALEDETAILA5NOT TO SCALEDETAILB1NOT TO SCALEDETAILB4NOT TO SCALEDETAILC1NOT TO SCALEDETAILC2NOT TO SCALEDETAILC3NOT TO SCALEDETAILC5NOT TO SCALEDETAILD1NOT TO SCALEDETAILD2NOT TO SCALEDETAILD3NOT TO SCALEDETAILD4NOT TO SCALEFINISHEDFLOOR121FACE OF EXT. WALL SLOPE2%SLOPEVARIES121121FINISHED FLOORELEVATIONMAINTENANCESTRIP PER PLANBSECTION B-B6"6'TRANSITION5'CONC. PAD6'TRANSITION5'CONC PAD6'1 4"FROST HEAVE PROTECTION DOOR PAD DETAILMIRAFI 140N FILTER FABRICWITH 12" OVERLAP.34" DIAMETERCRUSHED STONE.GRANULAR FILL0.33'BUILDING5'5'BAA2%SECTION A-APLAN VIEWMAINTENANCESTRIP PER PLAN2.33'XDETAILC4NOT TO SCALEXXXXXXXX3' CURB TAPERXDETAILB2NOT TO SCALEXRETAINING WALL FULL HEIGHTNOTES:1.PAINT POST AND BASE PLATE WITH ONE COAT ZINC-RICH PRIMER. 2. TOUCH UP GUARDRAIL WHERE CUT OR DRILLED WITH COLD GALVANIZED COATING.2.POUR FLOOR SLAB BEFORE INSTALLING POST.3.CORE DRILL SLAB FOR INSTALLATION IN EXISTING FLOORS.3,000 P.S.I. CONCRETE12"Ø AUGERED HOLE12"Ø PAPERTUBE FORM X 8"FINISH GRADEW6X20 POST @ 6' O.C.58"Ø GALV. BOLTCONTECH FLEX-BEAM GUIDE RAIL (10GA.)OR APPROVED EQUAL6'12"3'2'GUARDRAIL DETAILDETAILD5NOT TO SCALEXVARIES3' (MIN)TAPER TOPOF CURBCONCRETE CURBAND GUTTERTAPER GUTTER PANEXISTINGCONCRETEDRIVE.CONCRETEPAVEMENT#5 @ 9" VERTICALREINFORCEMENT @ CENTEROF TEH WALL TO BEHOOKED IN THE THICKENEDEDGE (MIN 3.5ksi)3.5' MAX. BACKFILL HEIGHT1.5'1.00'0.67'#5 @ 9"4 #4 @ 12" T&B (CONT.)3.00'#4 @ 12"HORIZONTAL0.67'VIRGINIA DOT MB-7DCONCRETE MEDIANBARRIER#8 X 8" REBAR DOWELS @4'O.C. PRIOR TO FINALPLACEMENT CONTRACTORSHALL COORDINATE WITHCLIENT ON LOCATION0.50'0.50'2.00'3' - 6"STANDARD ADA HANDRAILSSEE ARCHITECTURALDWGS. FOR ADDITIONALINFORMATIONJOINT SEALER &BACKER RODRETAINING WALLSECTIONPLAN3/4" X 3/4" WALLCONTROL JOINT @ 25'O.C. EACH SIDE#4 @ 12" HORIZ.#5 @ 10" VERT. @ MID-DEPTH#4 @ 10"6 #48"2'1'1'2'-8"4'-4"7' (MAX.)34" CHAMFER1' MIN.BOTTOM OF WALL(BW)TOP OF WALL(TW)0.50'CHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-520.dwg Layout Name: C-521 Feb 23, 2024 - 11:58am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.GEOMETRYDETAILS02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMH04/21/23GMPFJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-521FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 0402061852 DETAILA1NOT TO SCALEDETAILA2NOT TO SCALEDETAILA3NOT TO SCALEDETAILA4NOT TO SCALEDETAILA5NOT TO SCALEDETAILB1NOT TO SCALEDETAILB3NOT TO SCALEDETAILC1NOT TO SCALEDETAILC2NOT TO SCALEDETAILC3NOT TO SCALEDETAILC5NOT TO SCALEDETAILD1NOT TO SCALEDETAILD2NOT TO SCALEDETAILD3NOT TO SCALEDETAILD4NOT TO SCALEXDETAILC4NOT TO SCALEXXXXXXXXPOST INDICATOR VALVE INSTALLATION SECTIONDETAILB2NOT TO SCALEPOST INDICATOR VALVE INSTALLATION PLANBOLLARD PLACEMENT AT FIRE HYDRANT DETAILSDETAILD5NOT TO SCALEXFIRE HYDRANT DETAILNOTES:1.HYDRANT TO BE PLACED WITH PUMPER NOZZEL FACING STREET. 2. USE MECHANICALJOINT RESTRAINTS AS REQUIRED.ONE PUMPERNOZZEL(2) 212" HOSENOZZELSHYDRANT TO HAVE BREAK-AWAYSECTION OR REMOVEABLE BARRELVALVE BOX - LABELED "WATER"UNLESS OTHERWISE NOTEDFINISH GRADEMIN. 6" HYDRANTBRANCHMAINGATE VALVETURN LEFT TO OPEN6" THICK CONCRETE PAD2,500 P.S.I. CONCRETEFOR SUPPORTDRAIN3 C.F. GRAVELSUMP18"18"VERIFY MIN. 18" MIN.EDGE OF PAVEMENTNOTES:1. BOLLARDS SHALL NOT BE INSTALLED WHEN CURB IS PLACED BETWEEN THE HYDRANT AND THE EDGE OFPAVEMENT.2.5'2.5'2.5'2.5'5'FIRE HYDRANT2.5'2.5'2.5'5'PLANEDGE OF PAVEMENT2.50'2.50'2.50'5'2.50'2.50'5'2.50'2.50'POST INDICATOR VALVENOTES:1.USE MECHANICAL JOINT RESTRAINERS AS REQUIRED.2.PROVIDE TAMPER SWITCH.FINISHED GRADE2,500 P.S.I. CONCRETE PAD 18" SQ. X 4" THK.CONCRETE PAD FOR SUPPORTVERIFYVERIFY12" Ø6"Ø GUARD POST(TYP. FOR 4)POST INDICATOR VAVLEGATE VALVESUPPLY FROM MAIN36"NOTES:1.ALL BURIED GATE VALVES SHALL BE PROVIDED WITH A 2" SQUARE OPERATING NUT.2.USE MECHANICAL JOINT RESTRAINERS AS REQUIRED.EXISTINGMAINTAPPING SLEEVETAPPINGVALVENEWMAINUNDISTURBED EARTHTAPPING SLEEVE VALVE DETAILANGLE OFDIRECTION CHANGEFOR DISSIMILAR PIPE MATERIALSBELL JOINT TO PLAIN END WITHMECHANICAL RESTRAINERSTYPICAL PROFILE *PLAIN ENDPVCTYPICAL PROFILE**MECHANICAL JOINT TO PLAIN END W/MECHANICAL RESTRAINERSRINGRINGBELLPLAIN ENDPVCCLAMPINGRUNTHRUST = PTHRUST = POBRANCHRUNFLOW********************FLOW******NOTES:1.ALL FITTINGS MUST BE RESTRAINED BY ONE OF THE FOLLOWING METHODS.1.1. MECHANICAL RESTRAINERS AT FITTINGS AND ADJACENT TO A LENGTH ASSPECIFIED ON THE FOLLOWING CHART.1.2.TIE RODS AT FITTINGS THROUGH JOINTS TO A LENGTH AS SPECIFIED INCHART TABLE ASSUMPTIONS2.PVC PIPE, SAFETY FACTOR=1.5, TEST PRESSURE=150 P.S.I., 3' BURY DEPTH, TOTOP OF PIPE, BRANCH ON TEE IS 1 SIZE SMALLER THAN RUN OF TEE SIZE AND 20'OF PIPE IS INSTALLED PAST THE TEE ON THE RUN SIDE.3.VERTICAL OFFSETS ARE 3' DEEP ON TOP AND 8' DEEP ON BOTTOM.4.REDUCERS ARE CALCULATED FOR 1 SIZE REDUCTION.5.ALL OTHER CONDITIONS WILL REQUIRE ADDITIONAL CALCULATIONS.MECHANICAL JOINT SLEEVESREDUCERHORIZONTAL BENDSIN LINE VALVERESTRAINED MECHANICAL JOINTSECTIONSRESTRAINED BELL JOINTTEESDEAD ENDLLLLTEE BOLTPVC BELL JOINTTEE BOLTM.J. D.I.P. FITTINGSUPPER BENDANGLE OFDIRECTIONCHANGEVERTICAL OFFSET************FLOWANGLE OFDIRECTIONCHANGELOWER BENDLLLLNOMIMAL PIPE SIZE (INCHES) 11 1/4° HORIZONTAL BEND 22 1/2° HORIZONTAL BEND 45° HORIZONTAL BEND 90° HORIZONTAL BEND HORIZONTAL TEES HORIZONTAL PLUGS & VALVES 45° VERTICAL OFFSET UPPER LENGTH/LOWER LENGTH 22 1/2° VERTICAL OFFSET UPPER LENGTH/LOWER LENGTH REDUCER TO ONE SIZE SMALLER LENGTH ON LARGER SIZE SIDE42471825105268361332381684101249451920-RUN 1-BRANCH20-RUN 1-BRANCH20-RUN 1-BRANCH20-RUN 1-BRANCH3955728610242/836/630/523/416/38/111/214/317/320/450293028N/AMIN. LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTINGMECHANICAL RESTRAINT LENGTHS AND DETAILSFINISH FLOORFINISH GRADENOTES:1.UNDERGROUND UTILITY INSTALLER TO PROVIDEBOLTED BLIND FLANGE FOR TEST PURPOSES.2.CONCRETE FLOOR PAVEMENT SHALL INCLUDE PIPESLEEVE (2 NOMINAL PIPE DIAMETERS LARGERTHAN LEAD-IN).REFERENCE COLUMN LINESEE PLANSXXEXTEND ALL THREAD TO BLIND FLANGEBURIED PIPE JOINT RESTRAINT REQUIREDGROUTPIPESLEEVE6" (MIN.)12" 12"(MIN.)VARIES150# FLANGEDSPOOL - MEGA-LUG OR MECHANICALLOCK FLANGES ARENOT ACCEPTABLEFIRE LEAD-IN ASSEMBLY DETAILCHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-530.dwg Layout Name: C-530 Feb 23, 2024 - 11:58am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.UTILITY DETAILS02/23/24RCPIQ01/05/24RCPIO11/17/23CI011/17/23CI009/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMH04/21/23GMPFJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-530FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 0402061852 DETAILNOT TO SCALEA1DETAILNOT TO SCALEA5DETAILNOT TO SCALEB1DETAILNOT TO SCALEB3DETAILNOT TO SCALEB5DETAILNOT TO SCALEC1NYLOPLAST DRAIN BASINDETAILNOT TO SCALEC3ABT TRENCH DRAIN WITH TRASH BUCKETSUBGRADEELEVATIONFINISH GRADEELEVATIONFINISH GRADEELEVATIONSUBGRADEELEVATIONFINISH GRADEELEVATIONFINISH GRADEELEVATIONSLOPE PER PLANSNOTES:1.THE FINISH GRADE ELEVATION REFERS TO THE ELEVATIONS SHOWNON THE PLANS UNLESS OTHERWISE NOTED.2.THE SUBGRADE ELEVATION REFERS TO THE FILL/CUT ELEVATIONBELOW THE TOPSOIL.3.TOPSOIL MATERIAL SHALL BE CLEAR OF ROCKS AND PLANT DEBRIS.FINISHED GRADE - SODDED CONDITION DETAILSOD (1.5" MAT /1.5" GRASS)TOPSOILGENERAL FILLTOPSOILSOD (1.5" MAT /1.5" GRASS)FINISH GRADE 1" BELOWPAVEMENT EDGEFINISH GRADE ATPAVEMENT EDGETOPSOILSOD (1.5" MAT /1.5" GRASS)FINISH GRADECONCRETE CURBAND GUTTERPAVEMENT1.5"4"1.5"4"1.5"4"SUBGRADEELEVATIONFINISH GRADEELEVATIONFINISH GRADEELEVATIONSLOPE PER PLANSNOTES:1.THE FINISH GRADE ELEVATION REFERS TO THE ELEVATIONS SHOWN ON THE PLANS UNLESSOTHERWISE NOTED.2.THE SUBGRADE ELEVATION REFERS TO THE FILL/CUT ELEVATION BELOW THE TOPSOIL.3.TOPSOIL MATERIAL SHALL BE CLEAR OF ROCKS AND PLANT DEBRIS.4"SEED AND MULCHTOPSOILGENERAL FILLTOPSOILSEED AND MULCHFINISH GRADE 1" BELOWPAVEMENT EDGEFINISH GRADE ATPAVEMENT EDGETOPSOILFINISH GRADECONCRETE CURBAND GUTTERPAVEMENTFINISH GRADEELEVATIONFINISH GRADEELEVATION4" 4"FINISHED GRADE - SEEDED CONDITION DETAILPLAN VIEWNOTES:1.MAX. SERVICE LINES: 24" RCP THRU 180°, 18" RCP THRU DOWN TO 90°.2.PIPES MUST NOT BE IN CONSTRUCTION JOINT.3.PIPES SHALL BE FLUSH WITH INSIDE WALL.4.CONCRETE DESIGN STRENGTH 4000 PSI.AASECTION A-AGROUTMANHOLE TOP/FRAMEPRECAST IN ACCORDANCE WITH LATESTEDITIONS OF ASTM C478GROUTED, OR "RAM-NEK", OR "O RING"JOINTS WHERE REQUIREDBEARING CAPACITY MINIMUM 2000 PSFBRICK4' Ø5"8" VARIES DEPTH 12" (MIN.)24"2'-8"2" CLEARFINISH FLOOR EL.= VARIESTOP OF FOOTINGEL. = VARIES(SEE NOTE 3)SEE STRUCTURALDRAWINGS FOR TYPE ANDSIZE OF FOOTINGFINISHED GRADE EL.= VARIESROOF DRAIN CONNECTION (TYPE I)WIDE FOOTINGNOTES:1.WHERE A REDUCER IS NECESSARY FOR ROOF DRAIN PIPING TO FIT TO BUILDING DOWNSPOUT, INSTALL REDUCER WITH THE LARGE OPENING UP.DOWNSPOUT SHALL EXTEND 4" INTO REDUCER, WHERE APPLICABLE. USE REDUCER SIZE AS SHOWN BELOW:DOWNSPOUT SIZEREDUCER SIZE4" X 4"8" X 6"6" X 6"10" X 8"8" X 8"12" X 10"2.LENGTHS OF PIPE, TYPES OF BENDS, AND QUANTITIES OF FITTINGS MAY VARY DEPENDING UPON TYPE AND SIZE OF FOUNDATION AND/OR SITECONDITIONS. DETAIL, AS SHOWN, DEPICTS ONLY ONE POSSIBLE SCENARIO.3.TOP OF FOOTING OR BOTTOM OF STEM WALL SHALL BE AT ELEVATION SHOWN ON STRUCTURAL FOUNDATION PLANS.4.AS OFTEN AS APPLICABLE AND CONDITIONS ALLOW, ROOF DRAIN PIPING AND/OR FITTINGS SHALL ABUT OR BE IN CLOSE PROXIMITY TO STRUCTURALFOOTING TO BE USED AS A RESTRAINT.5.INSTALL METAL CAP COMPATIBLE TO DOWNSPOUT SYSTEM OVER REDUCER AND SECURE WITH THREE SCREWS TO THE REDUCER. THE CAP SHALLMATCH DOWNSPOUT MATERIAL AND COLOR. DOWNSPOUT SHALL FIT INTO THE CAP WITH A 1/2" AIR GAP ON ALL SIDES.ROOF DRAIN CONNECTION (TYPE II)NARROW FOOTING OR STEM WALLTOP OF FOOTING ORBOTTOM OF STEM WALLEL. = VARIES (SEE NOTE 3)NARROW FOOTING(SEE STRUCTURALDRAWINGS FORTYPE AND SIZE)FINISH FLOOR EL.= VARIESFINISHED GRADE EL.= VARIESROOF DRAIN SECTIONSBUILDING WALL(SEE ARCH. DRAWINGSFOR WALL SECTIONS)DOWNSPOUT(SEE ARCH. DRAWINGS FORLOCATIONS AND DETAILS)(SEE DETAILED SECTIONFOR MORE INFORMATION)METAL CAP (SEE NOTE 5)REDUCER (SEE NOTE 1)3'COVERHEIGHT 6"(MIN.)BEND (TYP.) (SEENOTE NO. 2)COVER HEIGHTVARIES 30' (MIN.)LENGTHS VARY (TYP.)(SEE NOTE 2)(SEE NOTE 4)STEM WALL OR NO FOOTING (SEESTRUCTURAL DRAWINGS)MATCH ROOFDRAIN PIPING(SEE CIVIL PLANSFOR INVERTS)(SEE NOTE 4)LENGTHS VARY (TYP.)(SEE NOTE 2)BEND (TYP.)(SEE NOTE 2)BUILDING WALL(SEE ARCH. DRAWINGS FOR WALL SECTIONS)DOWNSPOUT(SEE ARCH. DRAWINGS FOR LOCATIONS AND DETAILS)(SEE DETAILED SECTION FOR MORE INFORMATION)METAL CAP (SEE NOTE 5)REDUCER (SEE NOTE 1)MATCH ROOFDRAIN PIPING(SEE CIVIL PLANSFOR INVERTS)2" FROM FACE OF WALLREDUCER(SEE NOTE 1)METAL CAP (SEE NOTE 5)ADJUST DOWNSPOUT TO MEET ROOF DRAIN PIPINGDOWNSPOUT2" FROM FACE OF WALL2" 4"REDUCER(SEE NOTE 1)DOWNSPOUTMETAL CAP (SEE NOTE 5)AIR GAP / OVERFLOW(DO NOT CAULK)COVER HEIGHT VARIES 30" (MIN.) 3"DOWNSPOUT CONNECTION DETAIL18"6"9"FINISHED GRADE6"9"12"UNDERDRAIN DETAIL6" PERFORATED HDPE PIPEWRAPPED IN FILTER SOCK.DEPTH PER PLANS.SEE C-141FILTER FABRICPROPEX 4545 ORAPPROVED EQUAL.#57 STONE. WASHED,AND WELL GRADEDSTORM MANHOLE DETAILREVE7001-110-190DWG NO.1 OF 1SHEET1:25SCALEDWG SIZEA3130 VERONA AVEBUFORD, GA 30518PHN (770) 932-2443FAX (770) 932-2490www.nyloplast-us.com15 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAILTITLEPROJECT NO./NAMEMATERIALDATEREVISED BY03-30-06DATEEBCDRAWN BY03-14-16NMH(3) VARIABLE SUMP DEPTHACCORDING TO PLANS(6" MIN. BASED ONMANUFACTURING REQ.)4" MINMINIMUM PIPE BURIALDEPTH PER PIPEMANUFACTURERRECOMMENDATION(MIN. MANUFACTURINGREQ. SAME AS MIN. SUMP)(3) VARIABLE INVERT HEIGHTSAVAILABLE (ACCORDING TOPLANS/TAKE OFF)NYLOPLAST 15" DRAIN BASIN: 2815AG _ _ X1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE.2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-053 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-0654 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER.5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.WATERTIGHT JOINT(CORRUGATED HDPE SHOWN)(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:4" - 15" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC(1, 2) INTEGRATED DUCTILE IRONFRAME & GRATE TO MATCH BASIN O.D.THIS PRINT DISCLOSES SUBJECT MATTER IN WHICHNYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPTOR POSSESSION OF THIS PRINT DOES NOT CONFER,TRANSFER, OR LICENSE THE USE OF THE DESIGN ORTECHNICAL INFORMATION SHOWN HEREINREPRODUCTION OF THIS PRINT OR ANY INFORMATIONCONTAINED HEREIN, OR MANUFACTURE OF ANYARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERSIS FORBIDDEN, EXCEPT BY SPECIFIC WRITTENPERMISSION FROM NYLOPLAST.18" MIN WIDTH GUIDELINE8" MIN THICKNESS GUIDELINETHE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHERGRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BEPLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FORGUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BEDESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION.©2013 NYLOPLAST(5) ADAPTER ANGLESVARIABLE 0° - 360°ACCORDING TO PLANSNOTES:CONTRACTOR TO INSTALL DRAIN AND FITTINGS PER MANUFACTURERS RECOMMENDATIONS.THIS DETAIL WAS MODIFIED FROM THE ABT, INC. STANDARD DETAILS TO BE PROJECT SPECIFIC.9" CONCRETE (4,000PSI)#3 REBAR @ 12" O.C4- #3 REBAR CONTINUOUS3" CLRSOIL SUBGRADECONCRETE THICKNESSAND REINFORCEMENT PERSTRUCTURAL ENGINEER'SSPECIFICATION FORTHE APPLICATIONFLOOR SLAB THICKNESS,OR 4" MIN. [100mm],OR SPECIFICATION(WHICHEVER IS GREATER)T =TMONOLITHICCONCRETE POUR(ACCEPTABLE)EXPANSION JOINTBOTH SIDES(PREFERRED)LOCK DOWN BOLTPOLYLOCK™LOCK TOGGLESEE ABOVE FOR ACTUALGRATE SECTIONANCHOR RIBABTDRAIN® CHANNEL2504 GRATERED DOT® LOCK INSERTTT6.1024155mmTT4.88124mm19.57497mmGRATELENGTHPOLYDRAIN POLYDRAIN0.47SLOTWIDTHABTDRAIN® CHANNELWITH FRAME & GRATE SHOWN(INLAY GRATES AVAILABLE)2603 FRAME AND 2604 GRATEFLOOR SLAB THICKNESS,OR 4" MIN. [100mm],OR SPECIFICATION(WHICHEVER IS GREATER)T =CHANNEL LIP BUTTS UPTO FRAME AND GRATEOF CATCH BASINPLAN VIEWSECTION VIEWCROSS SECTION VIEW2504TOP OF GRATE = 748.496" INV =744.75 OUTPOLYELEVATION VIEWPLAN VIEWYOU ARE NOT LIMITED TO THE OUTLETS SHOWN. OUTLETS AS LARGE AS 12" [300mm] MAYALSO BE CUT OUT ON ANY OF THE SIDES OF THE 611 CATCH BASIN.NOTE:POLYDRAIN2611 CATCH BASIN INCLUDES:2600 - TOP SECTION2601 - INTERMEDIATE SECTION2602 - BOTTOM SECTION2603 - DUCTILE IRON FRAME2604 - DUCTILE IRON GRATE OPTIONAL:2607 - GALVANIZED TRASH BUCKET2609 - STAINLESS TRASH BUCKET2616 - STEEL SOLID COVERCONCRETE THICKNESSAND REINFORCEMENT PERSTRUCTURAL ENGINEER'SSPECIFICATION FORTHE APPLICATIONSOIL SUBGRADE12.7559324mmFRAME WIDTH19.6850500mmFRAME LENGTH43.99261118mm6" [150mm]PIPE OUTLETPREFORMED CUTOUTS(4 PER SECTION)TTFLOOR SLAB THICKNESS,OR 4" MIN. [100mm],OR SPECIFICATION(WHICHEVER IS GREATER)T =TT48.30511227mm2.047252mmFRAME16.6142422mmBOTTOMSECTION15.8642403mmINTERMEDIATESECTION13.7795350mmTOP SECTIONT0.46 SLOT WIDTHTO ST-101PER PLANSSEESTRUCTURALCHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-540.dwg Layout Name: C-540 Feb 23, 2024 - 11:58am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.GRADING ANDDRANAGEDETAILS02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMH06/05/23GMP ADDENDUMHJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-540FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 0402061852 DETAILROCK CHECK DAMA1NOT TO SCALEDETAILTEMPORARY SEEDING AND SODDINGA2NOT TO SCALEDETAILINLET PROTECTION SILT SACKA5NOT TO SCALEDETAILTRENCH DRAIN INLET FILTERB1NOT TO SCALEDETAILC1NOT TO SCALEDETAILC2NOT TO SCALEDETAILXC3NOT TO SCALEDETAILXC4NOT TO SCALEDETAILSILT FENCEC5NOT TO SCALEDETAILD2NOT TO SCALEDETAILXD3NOT TO SCALEDETAILXD4NOT TO SCALEDETAILXD5NOT TO SCALE1. SET POST AND EXCAVATE A 4"X4"TRENCH UPSLOPE ALONG THE LINEOF POSTS2. STAPLE WIRE FENCING TOTHE POSTS.3. ATTACH THE FILTER FABRIC TOTHE WIRE FENCE AND EXTEND ITINTO THE TRENCH.4. BACKFILL AND COMPACT THEEXCAVATED SOIL.EXTENSION OF THE FABRIC ANDWIRE TRENCH INTO THE TRENCH.FILTER FABRIC48"GRAB TENSILE STRENGTHGRAB TENSILE ELONGATIONTRAPEZOID TEARAPPARENT OPENING SIZEFLOW RATEPERMITTIVITYPUNCTUREMULLEN BURSTUV RESISTANCE300 LBS20 %120 LBS800 PSI120 LBS80 %40 US SIEVE0.55 SEC -140 GAL/MIN/SQ FTASTM D-4751ASTM D-4491ASTM D-4491ASTM D-4632ASTM D-4632ASTM D-4833ASTM D-3786ASTM D-4533ASTM D-4355REGULAR FLOW SILTSACKPROPERTIESTEST METHODUNITSMAINTENANCE:REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FRIOM VICINITY OF UNIT AFTER EACHSTORM EVENT. IF THE CONTAINMENT AREA IS MORE THAN ONE-THIRD FULL OF SEDIMENT,THEN EMPTY THE SILTSACK BY LIFTING THE UNIT OUT OF THE INLET USING THE LIFTINGSTRAPS AND REMOVING THE GRATE.NOTE: AS MANUFACTURED PER SILTSACK MFG. OR APPROVED EQUAL.BAG DETAILINSTALLATION DETAIL2 DUMP STRAPS1'4" NYLON ROPE &2" FLAT WASHERSFOR EXPANSION RESTRAINTDUMP STRAP1" REBAR FOR BAGREMOVAL FROM INLETSILT SACKDUMP STRAPDEPTH=DWIDTH=WLENGTH=L2:1ASECTION A-AA6'4.5"20" @ CENTER 9"18" (MIN)CLASS A OR BEROSION CONTROL STONEFILTER FABRICEL=X.XXEL=X.XXEL=X.XXFILTER FABRICEL=X.XXEXISTINGASPHALTPAVEMENTNOTE: Fabric to conform to GEOTEX 3F as manufactured by SyntheticIndustries or equivalent woven MONOFILAMENT fabric with ASTM flow rate of110/gpm/sq. ft.GRATE WRAPPED INGEOTEXTILE FILTER FABRICTEMPORARY SEEDING NOTES TAKEN FROM VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STD. & SPEC. 3.311. TO REDUCE EROSION AND SEDIMENTATION BY STABILIZING DISTURBED AREAS THAT WILL NOT BE BOUGHT TO FINALGRADE FOR A PERIOD OF MORE THAN 14 DAYS.PLANT SELECTION2. SELECT PLANTS APPROPRIATE TO THE SEASON AND SITE CONDITIONS FROM TABLES 3.31-B AND 3.31-C. NOTE THAT TABLE3.31-B PRESENTS PLANTS WHICH CAN BE USED WITHOUT EXTENSIVE EVALUATION OF SITE CONDITIONS; TABLE 3.31-C PRESENTSMORE IN-DEPTH INFORMATION ON THE PLANT MATERIALS.SEEDBED PREPARATION3.TO CONTROL EROSION ON BARE SOIL SURFACES, PLANTS MUST BE ABLE TO GERMINATE AND GROW. SEEDBEDPREPARATION IS ESSENTIAL.4.FERTILIZER: SHALL BE APPLIED AS 600LBS./ACRE OF 10-20-10 (14 LBS./SQ.FT.) OR EQUIVALENT NUTRIENTS. LIME ANDFERTILIZER SHALL BE INCORPORATED INTO THE TOP 2 TO 4 INCHES OF THE SOIL IF POSSIBLE.5.SURFACE ROUGHENING: IF THE AREA HAS BEEN RECENTLY LOOSENED OR DISTURBED, NO FURTHER ROUGHENING ISREQUIRED. WHEN THE AREA IS COMPACTED, CRUSTED, OR HARDENED, THE SOIL SURFACE SHALL BE LOOSENED BY DISCING,RAKING, HARROWING, OR OTHER ACCEPTABLE MEANS (SEE 'SURFACE ROUGHENING,' STD & SPEC. 3.29).6.TRACKING: TRACKING WITH BULLDOZER CLEATS IS THE MOST EFFECTIVE ON SANDY SOILS. THIS PRACTICE OFTEN CAUSESUNDUE COMPACTION, ESPECIALLY IN CLAYEY SOILS, AND DOES NOT AID PLANT GROWTH AS EFFECTIVELY AS OTHER METHODS OFSURFACE ROUGHENING.SEEDING7.SEEDING SHALL BE EVENLY APPLIED WITH A BROADCAST SEEDER, DRILL, CULTIPACKER SEEDER OR HYDROSEEDER. SMALLGRAINS SHALL BE PLANTED NO MORE THAN 1 12 INCHES DEEP. SMALL SEED, SUCH AS KENTUCKY BLUEGRASS, SHOULD BEPLANTED NO MORE THAN 14 INCH DEEP. OTHER GRASSES AND LUGUMES SHOULD BE PLANTED FROM 14 INCH TO 12 INCH DEEP.MULCHING8.SEEDING MADE IN FALL FOR WINTER COVER AND DURING HOT AND DRY SUMMER MONTHS SHALL BE MULCHED ACCORDINGTO 'MULCHING,' STD. & SPEC. 3.35, EXCEPT THAT HYDROMULCHES (FIBER MULCH) WILL NOT BE CONSIDERED ADEQUATE. STRAWMULCH SHOULD BE USED DURING THESE PERIODS.RE-SEEDING9.AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RE-SEEDED ASSOON AS SUCH ARES ARE IDENTIFIED.SEPT. 1 - FEB. 15PLANTING DATESTABLE 3.31-BACCEPTABLE TEMPORARY SEEDING PLANT MATIRALS5050 MIX OF ANNUALRYEGRASS (LOLIUMMULTI-FLORUM)&CEREAL (WINTER)RYE (SEACALE CEREALE)SPECIES50-100RATE(LBS./ACRE)SEPT.1 - APR. 30ANNUAL RYEGRASS(LOLIUM MULTI-FLORUM)60-100MAY 1 - AUG. 15GERMAN MILLET(SETERIA ITALICA)50PH TESTBELOW 4.25.2 TO 6RECOMMENDED APPLICATION FOR TEMPORARY SITES3 TONS PER ACRETABLE 3.331-ALIMING REQUIREMENTS FOR TEMPORARY SITES2 TONS PER ACRE1 TON PER ACRE4.2 TO 5.2XXTEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH VIRGINIA EROSIONAND SEDIMENT CONTROL HANDBOOK1.DETAILXB5NOT TO SCALEXDETAILTEMPORARY SEED PLANT MATERIALS, SEEDING RATES, AND DATES TABLE 3.31-CA3NOT TO SCALECHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-560.dwg Layout Name: C-560 Feb 23, 2024 - 11:58am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.EROSION ANDSEDIMENTCONTROLDETAILS02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMHJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-560FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 0402061852 DETAILPERMANENT SEEDING AND SODDING - CHARACTERISTICS OF COMMONLY SELECTED GRASSES TABLES 3.32-AA1NOT TO SCALEPERMANENT SEEDING NOTES TAKEN FROM VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STD. & SPEC. 3.32APPALACHIAN AND BLUE RIDGE REGION - THIS REGION IS DIVIDED INTO PLATEAUS, MOUNTAIN, AND NARROW VALLEYS. SOILS TEND TO BE SHALLOW ANDACID, AND MAY ERODE RAPIDLY ON STEEP SLOPES. SHALEY SLOPES ARE OFTEN UNSTABLE AND DROUGHTY. THIS AREA IS COLDER AND DRIER THAN THEREST OF THE STATE. THE RUGGED TOPOGRAPHY MAKES PLANT ESTABLISHMENT DIFFICULT. COOL SEASON GRASSES ARE NORMALLY SPECIFIED IN THISREGION.SEEDBED PREPARATION - THE SOIL ON A DISTURBED SITE MUST BE MODIFIED TO PROVIDE AN OPTIMUM ENVIRONMENT FOR SEED GERMINATION ANDSEEDING GROWTH. THE SURFACE SOIL MUST BE LOOSE ENOUGH FOR WATER INFILTRATION AND ROOT PENETRATION. THE PH (ACIDITY AND ALKALINITY) OFTHE SOIL MUST BE SUCH THAT IS IT NOT TOXIC AND NUTRIENTS ARE AVAILABLE, USUALLY BETWEEN PH 6.0 AND 7.0. SUFFICIENT NUTRIENTS (ADDED ASFERTILIZER) MUST BE PRESENT. AFTER SEED IS IN PLACE, IT MUST BE PROTECTED WITH A MULCH TO HOLD MOISTURE AND MODIFY TEMPERATUREEXTREMES, AND TO PREVENT EROSION WHILE SEEDLINGS ARE GROWING.THE ADDITION OF LIME IS EQUALLY AS IMPORTANT AS APPLYING FERTILIZER. LIME IS BEST KNOWN AS A PH, OR ACIDITY, MODIFIER, BUT IS ALSO SUPPLIESCALCIUM AND MAGNESIUM WHICH ARE PANT NUTRIENTS. ITS EFFECT ON PH MAKES OTHER NUTRIENTS MORE AVAILABLE TO THE PLANT. IT CAN ALSOPREVENT ALUMINUM TOXICITY BY MAKING ALUMINUM LESS SOLUBLE IN THE SOIL. MANY SOILS IN VIRGINIA ARE HIGH IN ALUMINUM, WHICH STUNTS THEGROWTH OF PLANT ROOTS.MAINTENANCE - EVEN WITH CAREFUL, WELL-PLANNED SEEDING OPERATIONS, FAILURES CAN OFFER. WHEN IT IS CLEAR THAT PLANTS HAVE NOTGERMINATED ON AN AREA OR HAVE DIED, THESE AREAS MUST BE RESEEDED IMMEDIATELY TO PREVENT EROSION DAMAGE. HOWEVER, IT IS EXTREMELYIMPORTANT TO DETERMINE FOR WHAT REASON GERMINATION DID NOT TAKE PLACE AND MAKE AND CORRECTIVE ACTION NECESSARY PRIOR TO RESEEDINGTHE AREA. HEALTHY VEGETATION IS THE MOST EFFECTIVE EROSIVE CONTROL AVAILABLE.SPECIFICATIONSSELECTION OF PLANTS MATERIALS1.SELECTION OF PLANT MATERIALS IS BASED ON CLIMATE, TOPOGRAPHY, SOILS, LAND USE, AND PLANTING SEASON. TO DETERMINE WHICH PLANTMATERIALS ARE BEST ADAPTED TO A SPECIFIC SITE, USE TABLES 3.32-A AND 3.22-B WHICH DESCRIBE PLANT CHARACTERISTICS AND LISTRECOMMENDED VARIETIES.2.APPROPRIATE SEEDING MIXTURES FOR VARIOUS SITE CONDITIONS IN VIRGINIA ARE GIVEN IN TABLES 3.32C, 3.32-D, 3.32-E. THESE MIXTURES AREDESIGNED FOR GENERAL USE, AND ARE KNOWN TO PERFORM WELL ON THE SITES DESCRIBED. CHECK TABLES 3.32-A AND 3.32-B FOR RECOMMENDEDVARIETIES.3.FOR MORE EXTENSIVE DESCRIPTION OF PLANT MATERIALS (GRASS AND LEGUMES), THEIR USAGE AND PICTORIAL REPRESENTATION CAN BE FOUND INAPPENDIX 3.32-C.4.WHEN USING SOME VARIETIES OF TURFGRASSES, THE VIRGINIA CROP IMPROVEMENT ASSOCIATION (VCIA) RECOMMENDED TURFGRASS MIXTURESMAY ALSO BE USED. CONSUMER PROTECTION PROGRAMS HAVE BEEN DEVISED TO IDENTIFY QUALITY SEED OF THE VARIETIES RECOMMENDED BYTHE VIRGINIA COOPERATIVE EXTENSION SERVICE. THESE WILL BEAR A LABEL INDICATING THAT THEY ARE APPROVED BY THE ASSOCIATION.MIXTURES MAY BE DESIGNED FOR A SPECIFIC PHYSIOGRAPHIC REGION OR BASED ON INTENDED USE. SPECIAL CONSIDERATION IS GIVEN TO PLANTCHARACTERISTICS, PERFORMANCE, ETC.LIME AND FERTILIZERLIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY SOIL TESTS. SOIL TESTS MAY BE PREFORMED BY THE COOPERATIVE EXTENSION SERVICE SOILTESTING LABORATORY AT VPI&SU, OR BY A REPUTABLE COMMERCIAL LABORATORY. INFORMATION CONCERNING THE STATE SOIL TESTING LABORATORY ISAVAILABLE FROM COUNTY EXTENSION AGENTS. REFERENCE APPENDIX 3.32-D FOR LIMITING APPLICATION (IN LBS.) NEEDED TO CORRECT UNDESIRABLE PHFOR VARIOUS SOIL TYPES.UNDER UNUSUAL CONDITIONS WHERE IT IS NOT POSSIBLE TO OBTAIN A SOIL TEST, THE FOLLOWING SOIL AMENDMENTS WILL BE APPLIED:PIEDMONT AND APPALACHIAN REGION: 2 TON/ACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE (90 LBS./1000 FT^2).NOTE: AN AGRICULTURAL GRADE OF LIMESTONE SHOULD ALWAYS BE USED.FERTILIZERMIXED GRASSES AND LEGUMES:1000 LBS./ACRE 10-20-10 (23LBS./1000FT^2).LEGUME STANDS ONLY:1000 LBS./ACRE 5-10-20 (23LBS./1000FT^2) IS PREFERRED; HOWEVER, 1000 LBS./ACRE OF 10-20-10 OR EQUIVALENTMAY BE USED.GRASS STANDS ONLY: 1000 LBS./ACRE 10-20-10 (23LBS./1000FT^2).OTHER FERTILIZER FORMULATIONS, INCLUDING SLOW-RELEASE SOURCES OF NITROGEN (PREFERRED FROM A WATER QUALITY STANDPOINT), MAY BE USEDPROVIDED THEY CAN SUPPLY THE SAME AMOUNT AND PROPORTIONS OF PLANT NUTRIENTS.SEEDING1.CERTIFIED SEED WILL BE USED FOR ALL PERMANENT SEEDING WHENEVER POSSIBLE. CERTIFIED SEED IS INSPECTED BY THE VIRGINIA CROPIMPROVEMENT ASSOCIATION OR THE CERTIFYING AGENCY IN OTHER STATES. THE SEED MUST MEET PUBLISHED STATE STANDARDS AND BEAR ANOFFICIAL "CERTIFIED SEED' LABEL (SEE APPENDIX 3.32-A).2.LEGUME SEED SHOULD BE INOCULATED WITH THE INOCULANT APPROPRIATE TO THE SPECIES. SEED OF THE LESPEDEZAS, THE CLOVERSAND THECROWNVETCH SHOULD BE SCARIFIED TO PROMOTE UNIFORM GERMINATION.3.APPLY SEED UNIFORMLY WITH A BROADCAST SEEDER, DRILL, CULTI-PACKER SEEDER, OR HYDROSEEDER ON A FIRM, FRIABLE SEEDBED. SEEDINGDEPTH SHOULD BE 14 TO 12 INCH.4.TO AVOID POOR GERMINATION RATES AS A RESULT OF SEED DAMAGE DURING HYDROSEEDING, IT IS RECOMMENDED THAT IF A MACHINERYBREAKDOWN OF 30 MINUTES OF 2 HOURS OCCURS, 50% MORE SEED BE ADDED TO THE TANK, BASED ON THE PROPORTION OF THE SLURRYREMAINING IN THE TANK. BEYOND 2 HOURS, A FULL RATE OF NEW SEED MAY BE NECESSARY.OFTEN HYDROSEEDING CONTRACTORS PREFER NOT TO APPLY LIME IN THEIR RIGS AS IT IS ABRASIVE. IN INACCESSIBLE AREAS, LIME MAY HAVE TO BEAPPLIED SEPARATELY IN PALLETIZED OR LIQUID FORM. SURFACE ROUGHENING IS PARTICUALARLY IMPORTANT WHEN HYDROSEEDING, AS A ROUGHENEDSLOPE WILL PROVIDE SOME NATURAL COVERAGE OF TIME, FERTILIZER AND SEED.LEGUME INOCULANTS SHOULD BE APPLIED AT FIVE TIMES THE RECOMMENDED RATE WHEN INOCULANT IS INCLUDED IN THE HYDROSEEDER SLURRY.MULCHINGALL PERMANENT SEEDING MUST BE MULCHED IMMEDIATELY UPON COMPLETION OF SEED APPLICATION. REFER TO 'MULCHING,' STD. & SPEC. 3.35.MAINTENANCE OF NEW SEEDINGIN GENERAL, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL IT HAS BEEN MAINTAINED FOR ONE FULL YEAR AFTERPLANTING.IRRIGATION: NEW SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY AS NEEDED, ESPECIALLY LATE IN THE SEASON, IN ABNORMALLY HOTOR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT EXCESSIVE RUNOFF. INADEQUATE AMOUNTSOF WATER MAY BE MORE HARMFUL THEN NO WATER.RE-SEEDING: INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RE-SEEDINGS WITHIN THE SAME SEASON, IF POSSIBLE.a.IF VEGETATIVE COVER IS INADEQUATE TO PREVENT RILL EROSION, OVER-SEED AND FERTILIZE IN ACCORDANCE WITH SOIL TEST RESULTS.b.IF A STAND HAS LESS THAN 40% COVER, RE-EVALUATE CHOICE OF PLANT MATERIALS AND QUANTITIES OF LIME AND FERTILIZER. THE SOIL MUST BETESTED TO DETERMINE IF ACIDITY OR NUTRIENT IMBALANCES ARE RESPONSIBLE. RE-ESTABLISH THE STAND FOLLOWING SEEDBED PREPARATIONAND SEEDING RECOMMENDATIONS.FERTILIZATION: COOL SEASON GRASSES SHOULD BEGIN TO BE FERTILIZED 90 DAYS AFTER PLANTING TO ENSURE PROPER STAND AND DENSITY. WARMSEASON FERTILIZATION SHOULD BEGIN AT 30 DAYS AFTER PLANTING.APPLY MAINTENANCE LEVELS OF FERTILIZER AS DETERMINED BY SOIL TEST. IN THE ABSENCE OF A SOIL TEST, FERTILIZATION SHOULD BE AS FOLLOWS:COOL SEASON GRASSES4LBS. NITROGEN (N)1LBS PHOSPHORUS (P)PER 1000 FT^2 PER YEAR2LBS. POTASH (K)SEVENTY-FIVE PERCENT OF THE TOTAL REQUIREMENTS SHOULD BE APPLIED BETWEEN SEPTEMBER 1 AND DECEMBER 31ST. THE BALANCE SHOULD BEAPPLIED DURING THE REMINDER OF THE YEAR. MORE THAN 1 LB. OF SOLUBLE NITROGEN PER 1000 FT^2 SHOULD NOT BE APPLIED AT ANY ONE TIME.WARM SEASON GRASSESAPPLY 4-5 LBS. NITROGEN (N) BETWEEN MAY 1 AND AUGUST 15TH PER 1000 FT^2 PER YEAR.PHOSPHORUS (P) AND POTASH (K) SHOULD ONLY BE APPLIED ACCORDING TO SOIL TEST.NOTE: THE USE OF SLOW-RELEASE FERTILIZER FORMULAS FOR MAINTENANCE OF TURF IS ENCOURAGED TO REDUCE THE NUMBER OF APPLICATIONS ANDTHE IMPACT ON GROUNDWATER.ADDITIONAL INFORMATION ON THE SUCCESSFUL ESTABLISHMENT OF GRASSES AND LEGUMESSEE APPENDIX 3.32-B FOR "HELPFUL HINTS" IN ACHIEVING HIGH RATES IN GRASS OR LEGUME PLANTINGS.APPENDIX 3.32-ASEED QUALITY CRITERIAWHERE CERTIFIED SEED IS NOT AVALIBLE, THE MINIMUM REQUIREMNTS FOR GRASS AND LEGUME SEED USED IN VEGETATIVE ESTABLISHMENT ARE ASFOLLOWS:a.ALL TAGS ON CONTAINERS OF SEED SHALL BE LABELED TO MEET THE REQUIREMENTS OF THE STATE SEED LAW.b.ALL SEED SHALL BE SUBJECT TO RE-TESTING BY A RECOGNIZED SEED LABORATORY THAT EMPLOYS A REGISTERED SEED TECHNOLOGIST OR BY ASTATE SEED LAB.c. ALL SEED USED SHALL HAVE BEEN TESTED WITHIN TWELVE (12) MONTHS.d.INOCULANT - THE INOCULANT ADDED TO LEGUME SEED IN THE SEED MIXTURES SHALL BE A PURE CULTURE OF NITROGEN-FIXING BACTERIAPREPARED FOR THE SPECIES. INOCULANTS SHALL NOT BE USED LATER THAN THE DATE INDICATED ON THE CONTAINER. TWICE THE SUPPLIER'SRECOMMENDED RATE OF INOCULANT WILL BE USED ON DRY SEEDINGS; FIVE TIMES THE RECOMMENDED RATE IF HYDROSEEDED.e.THE QUALITY OF THE SEED USED SHALL BE SHOWN ON THE BAG TAGS TO CONFIRM TO THE GUIDELINES IN TABLE 3.32-E.PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH VIRGINIA EROSIONAND SEDIMENT CONTROL HANDBOOKDETAILA3NOT TO SCALEPERMANENT SEEDING AND SODDING - CHARACTERISTICS OF COMMONLY SELECTED LEGUMES TABLES 3.32-BDETAILD3NOT TO SCALEPERMANENT SEEDING AND SODDING - LBS. OF GROUND LIMESTONE TABLEDETAILPERMANENT SEEDING AND SODDINGA5NOT TO SCALEDETAILD5NOT TO SCALEXCHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-560.dwg Layout Name: C-561 Feb 23, 2024 - 11:58am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.EROSION ANDSEDIMENTCONTROLDETAILS02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMHJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-561FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 0402061852 PROJECTLOCATIONDETAILA1NOT TO SCALEDETAILC1NOT TO SCALEDETAILXC3NOT TO SCALEDETAILXC4NOT TO SCALEDETAILC5NOT TO SCALEDETAILD2NOT TO SCALEDETAILXD3NOT TO SCALEDETAILXD4NOT TO SCALEDETAILXD5NOT TO SCALEXXDETAILD1NOT TO SCALEXPERMANENT SEEDING AND SODDING - PHYSIOGRAHIC PROVINCES IN VIRGINIAPERMANENT SEEDING AND SODDING - SITE SPECIFIC SEEDING MIXTURES AND QUALITY OF SEEDDETAILA4NOT TO SCALESTONE CONSTRUCTION ENTRANCE DETAILCHECKED BY:DRAWN BY:AE JOB NUMBERSHEET NUMBER12ABCD34512345DCBAREG. NO.XREF: 3410083201LOG30X42 [..\..\..\40Common\Titleblocks\C\3410083201LOG30X42.dwg]P:\341_Food\3410083 HP Hood WIN 96 Oz Expansion\21DesignWorking\CIVL\05AutoCAD\2Sheets\3410083201C-560.dwg Layout Name: C-562 Feb 23, 2024 - 11:58am PLOTTED BY: MSLyons DATE DESCRIPTIONNoWe hereby expressly reserve the propertyrights to this drawing and it is not to bereproduced, copied in any format or mannerwhatsoever without first obtaining ourexpress written permission and consent.EROSION ANDSEDIMENTCONTROLDETAILS02/23/24RCPIQ01/05/24RCPIO11/17/23CI010/03/23RCPIN09/18/23RCPIM09/06/23QUALITY CHECKL08/14/23CPIK06/23/23DPPJ06/05/23GMP ADDENDUMHJOSHUA R. HOUGH, P.E. 0402061852 CIVIL ENGINEER JRHMSLC-562FACILITY EXPANSION AND SITE IMPROVEMENTS WINCHESTER, VA HP HOOD WINCHESTER 96 OZ. EXPANSION3410083 l l l Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 HASKELL ARCHITECTURE AND ENGINEERING, INC. VIRGINIA Architecture / Engineering / Landscape # 0407000587–C O M M O N W E A L T H O F VI R G I N I AP R O F E S S I O N A L E N G I N E E RJOSHUA R. HOUGH Lic. No. 0402061852