SW5200602_Plan (Set)_20200622

ORIGINAL SHEET - ARCH E1s:\1784\active\178440214\design\civil\cad\sheets\40214c-000cvr2020.06.10 3:55:29 PM 2020.06.10PROJECT NUMBER: 178440214SHEET DESCRIPTIONC000C001C100-C102C110-C112C200-C202C300-C302C303C304-C305C400-C402C500-C502C601-C602C603-C604C605LC700-701L702DRAWING INDEXCOVERGENERAL NOTESEXISTING CONDITIONSDEMOLITION PLANSITE PLANGRADING & DRAINAGE PLAN STORM DRAINAGE PROFILES POND DETAILSUTILITY PLANCONSTRUCTION DETAILSEROSION CONTROL PLANSEROSION CONTROL DETAILSEROSION CONTROL NOTESLANDSCAPE PLANLANDSCAPE NOTES & DETAILSWAKE ELECTRICStantec Consulting Services, Inc.2127 Arysley Town Boulevard, Suite 300Charlotte, NC 28273Tel. [phone]www.stantec.comCONTACT: JEFFREY A. RICE, P.E.SITE LOCATIONN.T.S.DEVELOPER / CLIENT:PARIC COPORATION77 WESTPORT PLAZA, SUITE 250ST. LOUIS, MO. 63146CONTACT: CRAIG WALLTEL.: [phone]YOUNGSVILLE, NC 27596228 PARK AVENUEZONING: INDUSTRIALTAX MAP ID# 02611DB 850 PG 467NSITE
ABBREVIATIONSAND LEGENDC001EE320PINEOAKUGPUGPCHERRY318WWGASGASSANSANSDSDUNDERGROUND ELECTRICAL LINEELECTRICAL LINEFENCE LINETREE LINETREESMAJOR GROUND CONTOURMINOR GROUND CONTOURWATER LINEGAS LINESANITARY SEWERSTORM DRAINAGEGRAVEL CONCRETE ASPHALTFFFIRE LINEFIRE HYDRANTPOWER POLESTREET LIGHTCOMCOMTELECOMMUNICATIONS LINEWATER VALVESURVEY CONTROL POINTELECTRICAL TRANSFORMERXMFREXISTING BUILDING TO REMAINARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-001nt2020.06.10 6:08:44 PM
THIS JOB CONSISTS OF OFFICE, WAREHOUSE, STORAGE AND VEHICLE MAINTENANCE SPACE FOR WAKEELECTRIC. CONSTRUCTION CONSISTS OF CLEARING AND GRUBBING, SITE GRADING, EROSION CONTROLMEASURES, SEEDING, DRAINAGE AND UTILITY DESIGN, PAVING AND OTHER WORK AS DESIGNATED.1.PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALLOF THE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR,CONTRACTOR SHALL REPAIR IMMEDIATELY AS DIRECTED BY THEOWNER OR ENGINEER.2. CONTRACTOR SHALL HOLD HARMLESS THE OWNER AND THEENGINEER FOR DAMAGES, INJURIES OR OTHER ACCIDENTS WHICHOCCUR DURING THESE CONSTRUCTION ACTIVITIES.3.TREES AND EXISTING LANDSCAPING NOT DESIGNATED FOR REMOVALSHALL BE PROTECTED DURING CONSTRUCTION.4.CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURINGCONSTRUCTION INCLUDING DAMAGES TO OTHER CONTRACTORS &CONSULTANTS WORK AND SHALL MAKE REPAIRS OR HAVE REPAIRSMADE BY OTHERS AT HIS EXPENSE.5.CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION ADJUSTMENTSOF ALL EXISTING VAULTS (REGARDLESS OF FUNCTION), METER BOXES,FIRE HYDRANTS, CLEAN OUTS, MANHOLES ETC. TO MATCH FINISHEDGRADES AND SITE PLAN. ALL SUCH WORK SHALL BE COORDINATEDWITH THE ENGINEER AND OWNER.6.UTILIZE SIGNS, BARRICADES, ETC. TO ENSURE THE SAFETY OF THEGENERAL PUBLIC.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LAYOUT OFALL WORK AS ILLUSTRATED ON PLANS. IF EXISTING CONDITIONSDIFFER FROM THOSE ILLUSTRATED ON PLANS, NOTIFY ENGINEER ANDOWNER PRIOR TO CONSTRUCTION.8.BOUNDARY SURVEY WAS PREPARED BY STANTEC CONSULTINGSERVICES, INC. THE BASIS OF BEARING IS NC GRID (NAD 83).9.THE DRAWING ON SHEET C100, REPRESENTS THE EXISTINGCONDITIONS AS OF JANUARY 27, 2020.10.VERIFY ALL DIMENSIONS AND GRADES AT THE JOB SITE. IFDIFFERENCES ARE FOUND, NOTIFY ENGINEER SO THATMODIFICATIONS TO THESE DRAWINGS CAN BE MADE.11.ALL SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THELATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES".12.ANY LAND-DISTURBING ACTIVITY >1 ACRE REQUIRES COMPLIANCEWITH ALL CONDITIONS OF THE GENERAL PERMIT TO DISCHARGESTORM WATER UNDER THE NATIONAL POLLUTANT DISCHARGEELIMINATION SYSTEM (PERMIT No. NCG010000). ANY PERMITNONCOMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT ANDMAY REQUIRE ENFORCEMENT ACTION BY THE NORTH CAROLINADEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES.13.ALL SUBSURFACE DRAINAGE PIPE SHALL BE CLASS III REINFORCEDCONCRETE PIPE.1.ALL ROADWAY CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH THE NCDOT STANDARDSPECIFICATIONS FOR ROADS AND STRUCTURES, LATEST EDITION EXCEPT WHEN OTHERWISE NOTED.2.ALL STORM DRAIN PIPES SHALL BE PLACED TO PROPER GRADE AND ALIGNMENT PER APPROVED PLANS.3.NO CRACKED OR BROKEN PIPES SHALL BE PLACED OR ACCEPTED IN CONSTRUCTION OF THE PROJECT.4.ALL CATCH BASINS 3’-6” DEEP OR MORE SHALL HAVE STEPS PLACED AT 1’-2” ON CENTER.5.EROSION CONTROL MEASURES SHALL BE PLACED AROUND DRAINAGE INLETS AND CATCH BASINS.6.ALL PIPES IN STORM DRAINAGE STRUCTURES SHALL BE CUT OFF FLUSH WITH THE INSIDE WALL.7.ALL STRUCTURES SHALL BE SMOOTH INSIDE AND OUTSIDE OF THE STRUCTURE USING MORTAR MIXED TOMANUFACTURER’S SPECIFICATIONS TO AVOID DEBRIS BUILD-UP OBSTRUCTING FLOW.8.ALL TAIL DITCHES SHALL HAVE POSITIVE DRAINAGE WITH A MINIMUM 1.0% SLOPE.9.THE DEVELOPER SHALL OBTAIN ANY OFF-SITE DRAINAGE EASEMENT FROM ADJACENT PROPERTY OWNERS REQUIREDTO COMPLETE THE IMPROVEMENTS OR PROVIDE POSITIVE DRAINAGE FLOW PRIOR TO CONSTRUCTION PLANAPPROVAL.10.ALL CONCRETE FOR DRAINAGE STRUCTURES SHALL BE A MINIMUM OF 3,600 PSI EXCEPT WHERE OTHERWISE NOTEDOR REQUIRED.11.IF THE DEVELOPER WISHES TO USE ANY PRE-CAST STORM DRAINAGE STRUCTURES WITHIN A PROPOSED STREETRIGHT-OF-WAY, THEY MUST SUBMIT A PROFESSIONAL ENGINEER CERTIFICATION FOR THE STRUCTURE. ALLSTRUCTURES MUST BE CERTIFIED TO ADEQUATELY CARRY H20 LOADING. PRIOR APPROVAL FROM THE ENGINEERINGDIRECTOR SHALL BE OBTAINED IN ORDER TO INCORPORATE ANY PRE-CAST STORM DRAINAGE STRUCTURES IN APROPOSED STREET RIGHT-OF-WAY.12.UNDER NO CIRCUMSTANCES SHALL A PRE-CAST STORM DRAINAGE STRUCTURE BE CUT OR ALTERED WITHOUT APROFESSIONAL ENGINEER’S CERTIFICATION OF ADEQUATE LOAD BEARING STRENGTH FOLLOWING THE ALTERATIONOF THE STRUCTURE, EXCEPT WHERE DESIGNATED “KNOCK-OUT” PANELS ARE PROVIDED.13.UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HASBEEN PLACED.14.THE LAYING OF PIPE IN THE FINISHED TRENCH SHALL BE STARTED AT THE LOWEST POINT AND LAID UPGRADE. THE BELLSHALL BE LAID UPGRADE.15.SURVEY STAKING AND PROPOSED GRADES SHALL BE CONSISTENT WITH PLANS AND FIELD CONDITIONS16.NO CONSTRUCTION ACTIVITIES ARE ALLOWED TO TAKE PLACE BEYOND THE FLOODPLAIN LINE OR THE STREAMBUFFER LINE, WHICHEVER IS GREATER, WITHOUT A PERMIT ISSUED BY THE U.S. ARMY CORPS OF ENGINEERS, THENORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, AND ANSON COUNTY.1.AS REQUIRED BY THE NPDES GENERAL PERMIT NCG010000, ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL(3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LASTLAND DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT INANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. GROUND STABILIZATION TIMEFRAME EXEMPTIONS CAN BE FOUND IN THE NPDES GENERAL PERMITNCG010000 UNDER SECTION 2.B. GROUND STABILIZATION.2.NO LAND DISTURBING ACTIVITY, EXCEPT THAT WHICH IS REQUIRED TO INSTALL EROSION CONTROL MEASURES, MAY COMMENCE PRIOR TO APPROVAL BY THE ENGINEERING DIRECTOROF CERTIFICATION FORM 1-01.3.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BASED UPON SPECIFIC SITE CONDITIONS.4.CONTACT THE TOWN OF YOUNGSVILLE PLANNING & ZONING DEPARTMENT, AT 919-925-3401, FOR A PRE-CONSTRUCTION MEETING PRIOR TO ANY LAND DISTURBING ACTIVITY.5.REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AND STRUCTURES ONLY AFTER SITE IS FULLY STABILIZED AND APPROVAL HAS BEEN OBTAINED FROM THE TOWN OFYOUNGSVILLE.6.ALL EROSION CONTROL DESIGNS SHALL BE IN ACCORDANCE WITH THE NCDEQ EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL, LATEST EDITION.7.FOR PHASED EROSION CONTROL PLANS, THE CONTRACTOR SHALL MEET WITH THE EROSION CONTROL SPECIALIST PRIOR TO COMMENCING EACH PHASE OF EROSION CONTROLMEASURES.8.SITE GRADING IS TO BE COVERED UNDER THE GENERAL STORMWATER PERMIT NCG010000. ANY LAND DISTURBING ACTIVITY > 1 ACRE REQUIRES COMPLIANCE WITH ALL CONDITIONSOF THIS GENERAL PERMIT UNDER THE NPDES. ANY NONCOMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND MAY REQUIRE ENFORCEMENT BY NCDEQ.9.THE PROFESSIONAL ENGINEER REGISTERED WITH THE STATE OF NORTH CAROLINA WHO PREPARED THE EROSION CONTROL PLAN IS SOLELY RESPONSIBLE FOR IDENTIFICATION ANDLOCATION OF ALL ENVIRONMENTAL WETLANDS, PERENNIAL AND INTERMITTENT STREAMS AND BUFFERS SHOWN ON THE PLANS.10.SILT SACKS WILL BE PLACED IN BASINS/INLETS ALONG ROADWAYS AFTER INITIAL ASPHALT SURFACE WORK IS COMPLETED.11.THE FINANCIALLY RESPONSIBLE PARTY/AGENT OR THE LANDOWNER/AGENT OF A LAND DISTURBING ACTIVITY > ONE ACRE IS REQUIRED TO SELF-INSPECT THE PROJECT. A SELFINSPECTION, AS WELL AS DOCUMENTATION OF A PROJECT AFTER EACH PHASE OF THE PROJECT, IS REQUIRED.OWNER TO BE RESPONSIBLE FOR MAINTAINING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES DURING AND AFTER CONSTRUCTION. CONTACT CHRIS WRIGHT PHONENUMBER 919-863-6385.1.TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE PROVIDED FOR ALL LANDDISTURBING WORK IN ACCORDANCE WITH AN EROSION CONTROL PLAN REVIEWED AND APPROVED BYNCDEQ.2.EROSION CONTROL MEASURES SHALL BE INSTALLED BY THE DEVELOPER AND INSPECTED BY ANSONCOUNTY FOR COMPLIANCE PRIOR TO ANY LAND DISTURBING ACTIVITY.3.ALL PERMANENT EROSION CONTROL MEASURES SHALL BE INCORPORATED INTO THE WORK AT THEEARLIEST PRACTICAL TIME.4.ALL TEMPORARY MEASURES SHALL BE MAINTAINED UNTIL THE PERMANENT MEASURES HAVE TAKEN EFFECTOR ARE APPROVED FOR REMOVAL BY THE CITY OF MONROE ENGINEERING DEPARTMENT.5.TEMPORARY AND PERMANENT MEASURES SHALL BE COORDINATED TO PROVIDE EFFECTIVE ANDCONTINUOUS EROSION CONTROL THROUGHOUT THE CONSTRUCTION AND POST-CONSTRUCTIONPERIOD TO MINIMIZE SILTATION OF STREAMS, LAKES, RESERVOIRS, AND OTHER IMPOUNDMENTS, GROUNDSURFACES, AND OTHER PROPERTY.1.GEOTECHNICAL REPORT WAS PROVIDED BY TERRACON CONSULTING ON FEBRUARY 12, 2020. THE REPORTPROVIDES THE FINDINGS OF THE SUBSURFACE EXPLORATION AND PROVIDES GEOTECHNICALRECOMMENDATIONS CONCERNING EARTHWORK AND THE DESIGN CONSTRICTION OF FOUNDATIONS,FLOOR SLABS AND PAVEMENT FOR PROPOSED PROJECT. SOIL BORING LOCATIONS, FINDINGS OFSUBSURFACE MATERIALS, AND GEOTECHNICAL RECOMMENDATIONS.2.SUBGRADE & BUILDING PAD PREPARATION SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.3.PROOF-ROLLING OF SITE SHALL CONSIST OF A FULLY LOADED, TANDEM-AXLE DUMP TRUCK WEIGHING ATLEAST 25-TONS AND PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS IN REPORT.3.A.MITIGATION OF WEAK OR YIELDING SOILS MAY REQUIRE AREAS TO BE UNDERCUT AND REPLACEDWITH SATISFACTORY SOIL MATERIALS AND RE-COMPACTED TO 95% PER ASTM D1557, CHEMICALTREATMENT, GEOGRID OR DRYING BY NATURAL MEANS.4.SATISFACTORY SOILS FOR SELECT FILL: CLEAN, NON-EXPANSIVE FILL MATERIAL, FREE FROM DEBRIS, ROOTSAND ORGANIC CONTENT. MATERIALS SHOULD CONSIST OF LEAN CLAYS (CL), CLAYEY SAND (SC) OR SILTYSAND (SM) WITH A PLASTICITY INDEX (PI) BETWEEN 5 AND 20 AND LIQUID LIMIT (LL) LESS THAN 35. THEMATERIAL SHOULD BE CLASSIFIED IN ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION SYSTEM (USCS)4.A.ON-SITE SOILS, MEETING THE REQUIREMENTS ABOVE MAY BE USED AS DIRECTED BY GEOTECHINCALENGINEER.5.AGGREGATE SURFACE MATERIAL: CLEAN, MIXTURE OF COARSE AND FINE GRADED CRUSHED STONEMEETING THE FOLLOWING GRADING REQUIREMENTS:5.A.MATERIAL SHALL BE FREE OF VEGETATION, METAL AND OTHER DELETERIOUS MATERIAL.5.B.RECYCLED OR CRUSHED CONCRETE IS NOT ACCEPTABLE.5.C.PLACE MATERIALS IN LAYERS NOT MORE THAN 8 INCHES IN LOOSE DEPTH FOR MATERIALCOMPACTED BY HEAVY COMPACTION EQUIPMENT. COMPACT AT OPTIMUM MOISTURE CONTENTTO REQUIRED GRADES, LINES, CROSS SECTIONS, AND THICKNESS TO NOT LESS THAN 100 PERCENTOF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698.6.CHEMICAL TREATMENT OF SUBGRADE, IF REQUIRED, SHALL CONSIST OF LIME OR CEMENT MIXED INTOSUBGRADE IN ACCORDANCE WITH NCDOT SPECIFICATIONS AND REFERENCED SECTIONS. PERCENTAGE OFMATERIAL REQUIRED SHALL BE DETERMINED BY TESTING SUBGRADES PRIOR TO CONSTRUCTION.7.GEOGRID IN CONJUNCTION WITH AN AGGREGATE SURFACE SHOULD BE USED TO STABILIZE THE SUBGRADESOILS FOR THE GRAVEL YARD. THE TOP 8INCHES OF THE SUBGRADE SHOULD BE ADJUSTED TO WITHIN 2PERCENT OF THE MATERIAL'S OPTIMUM MOISTURE CONTENT AND BE COMPACTED TO AT LEAST 100 PERCENTOF THE MATERIAL'S MAXIMUM MODIFIED PROCTOR DRY DENSITY PRIOR TO GEOGRID PLACEMENT8.MOISTURE CONTENT OF SELECT FILL AND ON-SITE SOIL SHALL NOT EXCEED OPTIMUM MOISTURE CONTENT BY0 PERCENTAGE POINTS BELOW AND TO 3 PERCENTAGE POINTS ABOVE THE OPTIMUM MOISTURE CONTENTVALUE OR IS TOO WET TO COMPACT TO SPECIFIED DRY UNIT.US SIEVE1 12 INCHES34 INCHESNO. 4NO. 40NO. 200*LIQUID LIMITPLASTICITY INDEXPERCENT (%) PASSING10050 - 10035 - 650 - 323 - 15254CURB AND GUTTERWWSANITARY SEWER LINEWATER LINESSLEGEND EXISTING:XXORLIMITS OF CONSTRUCTIONTREE LINETPTPTREE PROTECTIONXXSITE FENCEDEMOLISHLIGHT DUTY CONCRETE PAVEMENTGRAVEL PAVEMENTSFSFSEDIMENT FENCE OUTLETLEGEND PROPOSED:SDSDSTORM DRAIN LINESTORM WATER FLOW DIRECTION ARROWSTORM DRAIN SERVICE LINESTORM DRAIN MANHOLECOSTORM DRAIN CLEAN OUT>>>>SFSFSEDIMENT FENCEDRAINAGE CHANNELDEEELECTRIC LINESOIL ROADSTORM DRAIN FLARED END SECTIONSTRUCTUREHEAVY DUTY CONCRETE PAVEMENTFIRE HYDRANTTSSBTEMPORARY SKIMMER SEDIMENT BASINCHECK DAM WITH A WEIRTCWTEMPORARY CONCRETE WASHOUT AREAF WATER SURFACE ELEVATIONNORTH CAROLINA DEPARTMENTOF ENVIRONMENTAL QUALITYI WATER METERMANUAL ON UNIFORMTRAFFIC CONTROLDEVICESNORTH CAROLINA DEPARTMENTOF TRANSPORTATIONCIVIL ABBREVIATIONS LAA.D.ALT.ALUM.AMP., A.A.O.APPROX.ARCH.A.T.F.P.A.W.G.A.W.W.A.AMERICAN WATER WORKSASSOCIATIONAMERICAN WIRE GAGEANTI-TERRORISM FORCEPROTECTIONARCHITECTURALAPPROXIMATELYACCESS OPENINGAMPERESALUMINUMALTERNATEAREA DRAINBLDG.BM.BOCBOLCAP.C.B.CEM.CER.C.F.M.CIRC.C.J.CK'DCKT.C.M.U.C.O.COL.CONC.COND.CONN.CONST.CONT.C. TO C.C.Y.CUBIC YARDCENTER TO CENTERCONTRACTING OFFICERSREPRESENTATIVECONTINUOUSCONSTRUCTIONCONNECTIONCONDENSATECONCRETECOLUMNCLEAN OUTCONCRETE MASONRY UNITCENTER LINECIRCUITCHECKEREDCONSTRUCTION JOINT/CONTRACTION JOINTCIRCULATINGCUBIC FEET/MINUTECERAMICCEMENTCATCH BASINCAPACITYBOLLARDBACK OF CURBBENCH MARKBUILDINGCCORDDET.DIDIA.DIFF.DIM.D.I.P.DISC.D.J.DN.DR.D.S.EDETAILDROP INLETDIAMETERDIFFUSERDIMENSIONDUCTILE IRON PIPEDISCONNECTDUMMY JOINTDOWNDRAINDOWN SPOUTEA.E.F.EL.ELEC.EQUIP.EXH.EXP. JT.EXT.EX. / EXIST.EACHEXHAUST FANELEVATIONELECTRICEQUIPMENTEXHAUSTEXPANSION JOINTEXTERIORFCF.D.F.D.C.F.E.S.FIN.FL.FT.FTG.FOOTINGFOOT, FEETFLOORFINISHFLARED END SECTIONFIRE DEPARTMENT CONNECTIONFLOOR DRAINFACE OF CURBGA.GAL.GALV.G.F.E.GND.GOV'TG.P.H.G.P.M.GVGATE VALVEGALLONS/MINUTEGALLONS/HOURGOVERNMENTGROUNDGALVANIZEDGALLONGAGEGOVERNMENT FURNISHEDEQUIPMENTHHCHCPHCRHDWHPHSSHTHYDHYDRANTHEIGHTHIGH STRENGTH STEELHIGH POINTHEADWALLHANDICAP RAMPHANDICAP PARKINGHANDICAPID.INTX.INV.ISLITL.INDEPENDENT TESTINGLABORATORYISLANDINVERTINTERSECTIONINSIDE DIAMETERJJ.B.JCT.JT.JUNCTION BOXJUNCTIONJOINTKKVAKWKILOWATTKILOVOLT AMPERELGTLPLFLINEAR FEETLIGHT POLELIGHTLMMAXMEDMHMINMJMONMTLMWM.U.T.C.DNNCDEQNC DOTNICN/AN.T.S.OO.C.O.D.OHOHEONUS.OVHMAXIMUMMEDIANMANHOLEMINIMUMMECHANICAL JOINTMONUMENTMETALMONITOR WELLNOT IN CONTRACTNOT APPLICABLENOT TO SCALEON CENTEROUTSIDE DIAMETEROVERHEADOVERHEAD ELECTRICOLD NORTH UTILITY SERVICEOVERHANGPP/APCPER.PIPLTPSFPARKING AREAPOINT OF CURVATUREPERIMETERPOINT OF INTERSECTIONPLATEPOUNDS PER SQUARE FOOTPOUNDS/SQUARE FOOTPOUNDS/SQUARE INCHPOINTPAVEMENTPVMTPTPSIPSFRR / RAD.RCPREINF.REQ.REVRWMRTR.P.Z.REDUCED PRESSURE ZONERIGHTRIGHT OF WAY MONUMENTREVISEDREQUIREDREINFORCINGREINFORCED CONCRETE PIPERADIUSSSANSCHSETSFSHTSIASOTFSPSQ. FT.SSSTA.STD.STMSTLSUS.S/WSWM.STORMWATER MANAGEMENTSIDEWALKSANDHILLS UTILITY SERVICESTEELSTORMSTANDARDSTATIONSANITARY SEWERSQUARE FEETSIGNAL POLESECURITY OPERATIONSTRAINING FACILITYSIAMESE CONNECTIONSHEETSQUARE FEETSETBACKSCHEDULESANITARY SEWERTTTBMTERRTELTELEPHONETERRA COTTA PIPETEMPORARY BENCHMARKTANGENTUU/CU/GUNOUNLESS NOTED OTHERWISEUNDERGROUNDUNDER CONSTRUCTIONWATER LINEWWLWMWSELWVWTRWWFWIRE WELD FABRICWATERWATER VALVEABCAGGREGATE BASE COURSEABSAIR BREAK SWITCHA.C.ASBESTOS CEMENTASPH.ASPHALTA/CAIR CONDITIONINGA.F.F.ABOVE FINISHED FLOORBBRG.BEARINGBVCBEGIN VERTICAL CURVEBVCEBEGIN VERTICAL CURVE ELEVATIONBVCSBEGIN VERTICAL CURVE STATIONCC&GCURB AND GUTTERCATVCABLE TELEVISIONCBLCABLEC.F.S.CUBIC FEET/SECONDC.I.CURB INLETC.I.P.CAST IRON PIPEC.M.CONCRETE MONUMENTC.M.P.CONCRETE METAL PIPEDWG.(S)DRAWING(S)DWDOMESTIC WATEREXISTINGEG.EXISTING GRADEE.I.P.EXISTING IRON PIPEE.J.EXPANSION JOINTE.M.ELECTRIC METEREOPEDGE OF PAVEMENTEVCEND VERTICAL CURVEEVCEEND VERTICAL CURVE ELEVATIONEVCSEND VERTICAL CURVE STATIONF.F.E.FINISHED FLOOR ELEVATIONFGFINISHED GRADEFHFIRE HYDRANTFMFORCE MAINFOCFACE OF CURBGGCGENERAL CONTRACTORGLGAS LINEGMGAS METERGWGUY WIREKK VALVELLENGTHLTLEFTNORTH AMERICAN DATUM 1927NAD 83NORTH AMERICAN DATUM 1983NORTH BOUND LINENBLNORMAL CROWNNCNEMANATIONAL ELECTRICALMANUFACTURES ASSOCIATIONNIPNEW IRON PIPEPCCPOINT OF COMPOUND CURVATUREPEDPEDESTALPGLPROPOSED GRADE LINEPINCPOINT OF INTERSECTION ON CURVEPIVPOST INDICATOR VALVEPIV ELEVPOINT OF VERTICALINTERSECTION ELEVATIONPIV STAPOINT OF VERTICALINTERSECTION STATIONR/WRIGHT OF WAYSBSOIL BORINGSIGSIGNALSPECSSPECIFICATIONSSRSTATE ROADTOETOPTOWTOP OF WALLTOP OF SLOPETOE OF SLOPETOBTOP OF BANKT/CTOP OF CURBTYP.TYPICALTPTELEPHONE POLETRANSTRANSFORMERVVCVCPVITRIFIED CLAY PIPEVERTICAL CURVEUPUTILITY POLE
1234WMEIPEIPBORE 4ELBELBTRTRBORE 5TRTREIP50315032CHHELBWMWMWM5585ETRWWWELBTRBORE 3BORE 2BORE 1BORE 106688INV=447.99'FESINV=448.31'15"RCPTOP=450.80'INV=448.32'30.48'1550.26'851EIPBORE 8BORE 9905EIP10261109BORE 7BORE 11BORE 6BORE 12INV=449.48'TOP=452.10'15"RCPINV=449.32'FES15"RCP15"RCPTOP=452.88'INV=450.23'INV=450.22'TOP=454.28'INV=451.62'INV=451.68'15"RCPTOP=454.95'INV=453.12'INV=452.52'6"HDPEOEUINV=455.73FESINV=454.88FES18"RCPTOP=460.41'INV=454.13'INV=456.78'INV=454.33'OEU8"MTL8"MTL8"MTL TOP=455.22'INV=451.67'INV=452.50'15"RCP15"RCP15"RCP 18"RCPTOP=453.24'INV=450.87'INV=451.05'TOP=456.40'INV=452.89'INV=453.14'INV=454.96'4"PVCOEUTOP=456.53'INV=455.20'INV=454.02'4"PVCINV=445.52'FESINV=452.12'6"HDPETOP=454.87'INV=451.26'INV=451.23'INV=451.69'6"HDPE12"HDPE12"HDPETOP=454.94'INACCESSIBLEFILLED WITH DEBRISTOP=454.09'INV=451.51'TOP=455.73'INACCESSIBLETOP=455.83'INV=452.19'INV=446.02'12"HDPEOEUINV=456.0410"PVCOEUCOLUMNCOLUMNCOLUMNBUILDINGCANOPYCANOPYTEMP BLDGCONCCONCWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSTREES20"MAPLE15"CEDAR21"MAPLEGRAVELGRAVELASPHALTASPHALTCONCRIPRAPRIPRAPSIGNUNKEOICONC CONC
BRICK RETWBUILDINGBUILDINGBRICK RETWCANOPYCONCCONCCONCASPHALTASPHALTSTEPSW/ HANDRAILSTEPSW/ HANDRAILFFE=461.01'FFE=461.01'STEPSW/ HANDRAILSTEPSW/ HANDRAILRETWRETW ASPHALTGATECONC ASPHALTASPHALT72"CHL 3SBW72"CHL 3SBW
GATEASPHALTCONCCONCGRAVELGRAVELGRAVELTEMP BLDGTEMP BLDG72"CHL 3SBW72"CHL 3SBW72"CHL 3SBW72"CHL 3SBWGATERIPRAPRIPRAP BUILDINGBUILDINGBUILDINGRADIOTOWERGENERATORGATEG
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E GATE72"CHL 3SBWGRAVELGUY FOR RADIO TOWERRIPRAP72"CHL 3SBWGRAVELGUY FOR RADIO TOWERWOOD FENCE RUINS72"CHL 3SBWGRAVELGUY FOR RADIO TOWERCONCGATEGRAVELCALLBOXSPEEDBUMPGATE SENSORGATE CONTROL BOXCALLBOX96"CHL 3SBWCONC
CONCCONCGRAVELSANDSTONEH-FRAMESTRUCTUREPARK AVEBROKEN CONCRETEDEBRISSSFM74177418TR75977600INV=443.29'TOP=446.59'INV=436.28'TOP=441.63'INV=441.67'TOP=444.41'INV=442.50'TOP=445.25'INV=444.01'TOP=448.59'SANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSSANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSFFE=457.56'FFE=456.08'FFE=455.56'WOODSWOODSSHRUBSCHARGINGSTATIONMAILBOXFLAGPOLEINV=456.67FESINV=456.34FESRIPRAP8472CONCFFE=461.18'4"PVCINV=458.2515"CMPINV=457.99INV=457.88TOP=458.59INV=456.99TOP=458.42INV=455.73INV=456.856"HDPE8"HDPEOEU10"MTLOEUCONCRIPRAPCONC465'
460'
455'
450'
445'
44
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450
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6
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4
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5
'450'445'
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443'459'458'457'GRAVEL460'465'TANKTANKEPUMPVALVENOZZLESWITCHPARKING STOPSBUILDINGMATCHLINE SHEET C101
MATCHLINE SHEET C102
OVERALL EXISTINGCONDITIONS PLANC100ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-100et2020.06.10 6:09:08 PM
1OVERALL EXISTING CONDITIONSSCALE: 1" = 50'1SPIKE NAILN=832,133.344'E=2,152,734.210'EL=453.557'2SPIKE NAILN=832,124.123'E=2,153,125.978'EL=454.580'3SPIKE NAILN=831,663.011'E=2,153,114.681'EL=458.588'4SPIKE NAILN=831,667.150'E=2,153,595.068'EL=460.199'69760D NAILN=832,259.775'E=2,152,257.964'EL=443.830'85160D NAILN=832,109.531'E=2,153,449.267'EL=462.873'90560D NAILN=832,137.214'E=2,153,669.558'EL=456.531'102660D NAILN=831,937.660'E=2,153,672.792'EL=455.037'110960D NAILN=831,772.723'E=2,153,729.061'EL=458.541'5031PKN=831,964.272'E=2,153,132.406'EL=456.856'5032PKN=831,855.688'E=2,153,133.497'EL=456.130'5585PKN=832,004.069'E=2,152,782.155'EL=458.489'668860D NAILN=831,648.600'E=2,152,817.467'EL=457.965'SANITERY SEWER MANHOLEPROPERTY CORNERLIGHT POLEELECTRIC BOXPOWER POLEGUYTREEBOLLARDBORESURVEY CONTROLSIGNWATER METERFIRE HYDRANTWATER VALVECLEANOUTTRANSFORMERPOSTLANDSCAPE STONELEGENDCONCFFEINVPVCRCPMTLFESHDPECHL3SBWEOIOEURETWUNKSSFMSPFOCEIPELBBORE 14WMTRI, BRUCE D. BEAVERS, CERTIFY THAT THIS SURVEY WAS COMPLETED UNDERMY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL FIELD SURVEY MADE UNDERMY SUPERVISION; THAT THIS GROUND SURVEY WAS PERFORMED AT THE 95% PERCENTCONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS;THAT THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR ATOPOGRAPHIC/PLANIMETRIC SURVEY TO THE ACCURACY OF CLASS AA, AND THAT THEFIELD DATA WAS COMPLETED ON JANUARY 22, 2020; THAT THE SURVEY MAPPING WASCOMPLETED ON JANUARY 27, 2020; AND ALL COORDINATES ARE BASED ON NC GRID'NAD 83'/2011 AND ALL ELEVATIONS ARE BASED ON NAVD 88.BRUCE D. BEAVERS PLS L-3451NOTES:1.THE PURPOSE OF THIS MAP IS TO SHOW TOPOGRAPHIC FEATURES AND INFORMATION ONLY AND IS NOT TO BE USED FOR BOUNDARY OR PROPERTY OWNERSHIP INFORMATION.2.THIS DRAWING REPRESENTS THE EXISTING CONDITIONS AS OF JANUARY 22, 2020.3.SURVEYED BY: STANTEC CONSULTING SERVICES INC.4.SURVEY DATE: JANUARY 27, 20205.HORIZONTAL DATUM: NAD83/2011 NC STATE PLANE US SURVEY FEET.6.VERTICAL DATUM: NAVD 88, GEOID 12A.7.THIS MAP DOES NOT VERIFY THE EXISTENCE OF, NOR CERTIFY THE LOCATION OF ANY JURISDICTIONAL WETLANDS THAT MAY EXIST ON OR NEAR THE PROPERTY.WETLAND FLAGS LOCATED WERE PLACED BY OTHERS.8.UNDERGROUND GAS IS PRESENT ON SITE BUT WAS NOT ABLE TO BE LOCATED.SURVEY CONTROL POINTSCONCRETEFINISHED FLOOR ELEVATIONINVERTPOLYVINYL CHLORIDE PIPEREINFORCED CONCRETE PIPEMETAL PIPEFLARED END SECTIONHIGH-DENSITY POLYETHYLENE PIPECHAIN LINK3 STRAND BARBED WIREEND OF INFORMATIONOTHER END UNKNOWNRETAINING WALLUNKNOWNSANITARY SEWER FORCE MAINWOODSUNDERGROUND ELECTRICUNDERGROUND FIBER OPTIC CABLE TVFENCESTORM PIPE
123EIPEIPBORE 4ELBELBTRTRBORE 5TRTR50315032ELBWMWMWM5585WWWELBTRBORE 3BORE 2BORE 1668830.48'1550.26'BORE 12TOP=454.95'INV=453.12'INV=452.52'6"HDPEOEUINV=455.73FESINV=454.88FES18"RCPTOP=460.41'INV=454.13'INV=456.78'INV=454.33'OEU8"MTL8"MTL8"MTL
TOP=455.22'INV=451.67'INV=452.50'15"RCP15"RCP15"RCP 18"RCPTOP=453.24'INV=450.87'INV=451.05'TOP=456.40'INV=452.89'INV=453.14'INV=454.96'4"PVCOEUTOP=456.53'INV=455.20'INV=454.02'4"PVCINV=445.52'FESFILLED WITH DEBRISTOP=455.73'INACCESSIBLETOP=455.83'INV=452.19'INV=446.02'12"HDPEOEUINV=456.0410"PVCOEUCOLUMNCOLUMNCOLUMNBUILDINGCANOPYCANOPYTEMP BLDGCONCCONCWOODSWOODSWOODSWOODSTREES20"MAPLE15"CEDAR21"MAPLEGRAVELGRAVELASPHALTASPHALTCONCRIPRAPRIPRAPSIGNUNKCONCCONC
BRICK RETWBUILDINGBUILDINGBRICK RETWCANOPYCONCCONCCONCASPHALTASPHALTSTEPSW/ HANDRAILSTEPSW/ HANDRAILFFE=461.01'FFE=461.01'STEPSW/ HANDRAILSTEPSW/ HANDRAILRETWRETW ASPHALTGATE
CONCASPHALTASPHALT72"CHL 3SBW72"CHL 3SBW
GATEASPHALTCONCBUILDINGCONCGATEGRAVELCALLBOXSPEEDBUMPGATE SENSORGATE CONTROL BOXCALLBOX96"CHL 3SBWCONC
CONCCONCH-FRAMESTRUCTUREPARK AVESSFMINV=443.29'TOP=446.59'INV=441.67'TOP=444.41'INV=442.50'TOP=445.25'INV=444.01'TOP=448.59'SANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSSANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSFFE=457.56'FFE=456.08'WOODSWOODSSHRUBSCHARGINGSTATIONMAILBOXFLAGPOLEINV=456.67FESINV=456.34FESRIPRAP8472CONCFFE=461.18'4"PVCINV=458.2515"CMPINV=457.99INV=457.88TOP=458.59INV=456.99TOP=458.42INV=455.73INV=456.856"HDPE8"HDPEOEU10"MTLOEUCONCRIPRAPCONC460'455'450'4
4
5
'440'440'445'450'455'460'455'460'454'459'457'4
5
6
'459'458'457'GRAVEL460'TANKTANKEPUMPVALVENOZZLESWITCHPARKING STOPSBUILDINGMATCHLINE SEE SHEET C102
EXISTINGCONDITIONS PLANAREA 1C101ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-101et2020.06.10 6:09:24 PM
1EXISTING CONDITIONS PLAN - AREA 1SCALE: 1" = 30'1SPIKE NAILN=832,133.344'E=2,152,734.210'EL=453.557'2SPIKE NAILN=832,124.123'E=2,153,125.978'EL=454.580'3SPIKE NAILN=831,663.011'E=2,153,114.681'EL=458.588'4SPIKE NAILN=831,667.150'E=2,153,595.068'EL=460.199'69760D NAILN=832,259.775'E=2,152,257.964'EL=443.830'85160D NAILN=832,109.531'E=2,153,449.267'EL=462.873'90560D NAILN=832,137.214'E=2,153,669.558'EL=456.531'102660D NAILN=831,937.660'E=2,153,672.792'EL=455.037'110960D NAILN=831,772.723'E=2,153,729.061'EL=458.541'5031PKN=831,964.272'E=2,153,132.406'EL=456.856'5032PKN=831,855.688'E=2,153,133.497'EL=456.130'5585PKN=832,004.069'E=2,152,782.155'EL=458.489'668860D NAILN=831,648.600'E=2,152,817.467'EL=457.965'SANITERY SEWER MANHOLEPROPERTY CORNERLIGHT POLEELECTRIC BOXPOWER POLEGUYTREEBOLLARDBORESURVEY CONTROLSIGNWATER METERFIRE HYDRANTWATER VALVECLEANOUTTRANSFORMERPOSTLANDSCAPE STONECONCRETEFINISHED FLOOR ELEVATIONINVERTPOLYVINYL CHLORIDE PIPEREINFORCED CONCRETE PIPEMETAL PIPEFLARED END SECTIONHIGH-DENSITY POLYETHYLENE PIPECHAIN LINK3 STRAND BARBED WIREEND OF INFORMATIONOTHER END UNKNOWNRETAINING WALLUNKNOWNSANITARY SEWER FORCE MAINWOODSUNDERGROUND ELECTRICUNDERGROUND FIBER OPTIC CABLE TVFENCESTORM PIPELEGENDCONCFFEINVPVCRCPMTLFESHDPECHL3SBWEOIOEURETWUNKSSFMSPFOCEIPELBBORE 14WMTRI, BRUCE D. BEAVERS, CERTIFY THAT THIS SURVEY WAS COMPLETEDUNDER MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL FIELDSURVEY MADE UNDER MY SUPERVISION; THAT THIS GROUND SURVEYWAS PERFORMED AT THE 95% PERCENT CONFIDENCE LEVEL TO MEETFEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS; THAT THISSURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR ATOPOGRAPHIC/PLANIMETRIC SURVEY TO THE ACCURACY OF CLASS AA,AND THAT THE FIELD DATA WAS COMPLETED ON JANUARY 22, 2020;THAT THE SURVEY MAPPING WAS COMPLETED ON JANUARY 27, 2020;AND ALL COORDINATES ARE BASED ON NC GRID 'NAD 83'/2011 AND ALLELEVATIONS ARE BASED ON NAVD 88.BRUCE D. BEAVERS PLS L-3451NOTES:1.THE PURPOSE OF THIS MAP IS TO SHOW TOPOGRAPHICFEATURES AND INFORMATION ONLY AND IS NOT TO BE USED FORBOUNDARY OR PROPERTY OWNERSHIP INFORMATION.2.THIS DRAWING REPRESENTS THE EXISTING CONDITIONS AS OFJANUARY 22, 2020.3.SURVEYED BY: STANTEC CONSULTING SERVICES INC.4.SURVEY DATE: JANUARY 27, 20205.HORIZONTAL DATUM: NAD83/2011 NC STATE PLANE US SURVEYFEET.6.VERTICAL DATUM: NAVD 88, GEOID 12A.7.THIS MAP DOES NOT VERIFY THE EXISTENCE OF, NOR CERTIFYTHE LOCATION OF ANY JURISDICTIONAL WETLANDS THAT MAYEXIST ON OR NEAR THE PROPERTY. WETLAND FLAGS LOCATEDWERE PLACED BY OTHERS.8.UNDERGROUND GAS IS PRESENT ON SITE BUT WAS NOT ABLE TOBE LOCATED.SURVEY CONTROL POINTS
4TREIPCHHETRBORE 10INV=447.99'FESINV=448.31'15"RCPTOP=450.80'INV=448.32'851EIPBORE 8BORE 9905EIP10261109BORE 7BORE 11BORE 6INV=449.48'TOP=452.10'15"RCPINV=449.32'FES15"RCP15"RCPTOP=452.88'INV=450.23'INV=450.22'TOP=454.28'INV=451.62'INV=451.68'15"RCPINV=452.12'6"HDPETOP=454.87'INV=451.26'INV=451.23'INV=451.69'6"HDPE12"HDPE12"HDPETOP=454.94'INACCESSIBLEFILLED WITH DEBRISTOP=454.09'INV=451.51'WOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSEOI CONCGRAVELGRAVELGRAVELTEMP BLDGTEMP BLDG72"CHL 3SBW72"CHL 3SBW72"CHL 3SBW72"CHL 3SBWGATERIPRAPRIPRAP BUILDINGBUILDINGBUILDINGRADIOTOWERGENERATORGATEG
A
T
E GATE72"CHL 3SBWGRAVELGUY FOR RADIO TOWERRIPRAP72"CHL 3SBWGRAVELGUY FOR RADIO TOWERWOOD FENCE RUINS72"CHL 3SBWGRAVELGUY FOR RADIO TOWERGATE SENSORGATE CONTROL BOXGRAVELSANDSTONEBROKEN CONCRETEDEBRIS74177418TR75977600FFE=455.56'465'
460'
455'
450'
445'
44
0
'
450
'
450'450'450'455'
460'
465'465'465'460'455'455'455'455'455'450'450'455'459'457'455
'465'460'467'449'458'435'435'
435'
435'
440'
443'
4
4
0
'435'44
5
'450'445'
441'
445'
443'
465'MATCHLINE SEE SHEET C101
EXISTINGCONDITIONS PLANAREA 2C102ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-102et2020.06.10 6:09:46 PM
1EXISTING CONDITIONS PLAN - AREA 2SCALE: 1" = 30'1SPIKE NAILN=832,133.344'E=2,152,734.210'EL=453.557'2SPIKE NAILN=832,124.123'E=2,153,125.978'EL=454.580'3SPIKE NAILN=831,663.011'E=2,153,114.681'EL=458.588'4SPIKE NAILN=831,667.150'E=2,153,595.068'EL=460.199'69760D NAILN=832,259.775'E=2,152,257.964'EL=443.830'85160D NAILN=832,109.531'E=2,153,449.267'EL=462.873'90560D NAILN=832,137.214'E=2,153,669.558'EL=456.531'102660D NAILN=831,937.660'E=2,153,672.792'EL=455.037'110960D NAILN=831,772.723'E=2,153,729.061'EL=458.541'5031PKN=831,964.272'E=2,153,132.406'EL=456.856'5032PKN=831,855.688'E=2,153,133.497'EL=456.130'5585PKN=832,004.069'E=2,152,782.155'EL=458.489'668860D NAILN=831,648.600'E=2,152,817.467'EL=457.965'SANITERY SEWER MANHOLEPROPERTY CORNERLIGHT POLEELECTRIC BOXPOWER POLEGUYTREEBOLLARDBORESURVEY CONTROLSIGNWATER METERFIRE HYDRANTWATER VALVECLEANOUTTRANSFORMERPOSTLANDSCAPE STONECONCRETEFINISHED FLOOR ELEVATIONINVERTPOLYVINYL CHLORIDE PIPEREINFORCED CONCRETE PIPEMETAL PIPEFLARED END SECTIONHIGH-DENSITY POLYETHYLENE PIPECHAIN LINK3 STRAND BARBED WIREEND OF INFORMATIONOTHER END UNKNOWNRETAINING WALLUNKNOWNSANITARY SEWER FORCE MAINWOODSUNDERGROUND ELECTRICUNDERGROUND FIBER OPTIC CABLE TVFENCESTORM PIPELEGENDCONCFFEINVPVCRCPMTLFESHDPECHL3SBWEOIOEURETWUNKSSFMSPFOCEIPELBBORE 14WMTRI, BRUCE D. BEAVERS, CERTIFY THAT THIS SURVEY WAS COMPLETED UNDERMY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL FIELD SURVEY MADE UNDERMY SUPERVISION; THAT THIS GROUND SURVEY WAS PERFORMED AT THE 95% PERCENTCONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS;THAT THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR ATOPOGRAPHIC/PLANIMETRIC SURVEY TO THE ACCURACY OF CLASS AA, AND THAT THEFIELD DATA WAS COMPLETED ON JANUARY 22, 2020; THAT THE SURVEY MAPPING WASCOMPLETED ON JANUARY 27, 2020; AND ALL COORDINATES ARE BASED ON NC GRID'NAD 83'/2011 AND ALL ELEVATIONS ARE BASED ON NAVD 88.BRUCE D. BEAVERS PLS L-3451NOTES:1.THE PURPOSE OF THIS MAP IS TO SHOW TOPOGRAPHIC FEATURES AND INFORMATION ONLY AND IS NOT TO BE USED FOR BOUNDARY OR PROPERTY OWNERSHIP INFORMATION.2.THIS DRAWING REPRESENTS THE EXISTING CONDITIONS AS OF JANUARY 22, 2020.3.SURVEYED BY: STANTEC CONSULTING SERVICES INC.4.SURVEY DATE: JANUARY 27, 20205.HORIZONTAL DATUM: NAD83/2011 NC STATE PLANE US SURVEY FEET.6.VERTICAL DATUM: NAVD 88, GEOID 12A.7.THIS MAP DOES NOT VERIFY THE EXISTENCE OF, NOR CERTIFY THE LOCATION OF ANY JURISDICTIONAL WETLANDS THAT MAY EXIST ON OR NEAR THE PROPERTY.WETLAND FLAGS LOCATED WERE PLACED BY OTHERS.8.UNDERGROUND GAS IS PRESENT ON SITE BUT WAS NOT ABLE TO BE LOCATED.SURVEY CONTROL POINTS
1234WMEIPEIPELBELBTRTR697TRTREIP50315032CHHELBWMWMWM5585ETRWWWELBTR668830.48'1550.26'851EIP905EIP10261109TOP=455.73'INACCESSIBLETOP=455.83'INV=452.19'COLUMNCOLUMNCOLUMNBUILDINGCANOPYCANOPYTEMP BLDGCONCCONCWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSTREES20"MAPLE15"CEDAR21"MAPLEGRAVELGRAVELASPHALTASPHALTCONCRIPRAPRIPRAPSIGNUNKEOICONC CONC
BRICK RETWBUILDINGBUILDINGBRICK RETWCANOPYCONCCONCCONCASPHALTASPHALTSTEPSW/ HANDRAILSTEPSW/ HANDRAILFFE=461.01'FFE=461.01'STEPSW/ HANDRAILSTEPSW/ HANDRAILRETWRETW ASPHALTGATECONC ASPHALTASPHALT72"CHL 3SBW72"CHL 3SBW
GATEASPHALTCONCCONCGRAVELGRAVELGRAVELTEMP BLDGTEMP BLDG72"CHL 3SBW72"CHL 3SBW72"CHL 3SBW72"CHL 3SBWGATERIPRAPRIPRAP BUILDINGBUILDINGBUILDINGRADIOTOWERGENERATORGATEG
A
T
E GATE72"CHL 3SBWGRAVELGUY FOR RADIO TOWERRIPRAP72"CHL 3SBWGRAVELGUY FOR RADIO TOWERWOOD FENCE RUINS72"CHL 3SBWGRAVELGUY FOR RADIO TOWERCONCGATEGRAVELCALLBOXSPEEDBUMPGATE SENSORGATE CONTROL BOXCALLBOX96"CHL 3SBWCONC
CONCCONCGRAVELSANDSTONEH-FRAMESTRUCTUREPARK AVEBROKEN CONCRETEDEBRISSSFM74177418TR75977600INV=443.29'TOP=446.59'INV=436.28'TOP=441.63'INV=441.67'TOP=444.41'INV=442.50'TOP=445.25'INV=444.01'TOP=448.59'SANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSSANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSFFE=457.56'FFE=456.08'FFE=455.56'WOODSWOODSSHRUBSCHARGINGSTATIONMAILBOXFLAGPOLERIPRAP8472CONCFFE=461.18'CONCRIPRAPCONC465'
460'
455'
450'
445'
44
0
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450
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450'450'450'455'
460'
465'465'460'455'450'445'440'440'445'450'455'460'455'460'465'460'455'455'455'
455
'455'450'450'455'459'457'455'465'460'454'459'467'449'458'457'45
6
'435'435'
435'
435'
440'
443'
4
4
0
'435'
44
5
'450'445'
441'
445'
443'459'458'457'GRAVEL460'465'TANKTANKEPUMPVALVENOZZLESWITCHPARKING STOPSBUILDINGSETBACK LINESETBACK LINESETBACK LINESETBACK LINEMATCHLINE SHEET C111 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXMATCHLINE SHEET C112 2314465551111111557688888OVERALLDEMOLITION PLANC110ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-110dp2020.06.10 6:10:06 PM
OVERALL DEMOLITION PLAN 11" = 50'SCALE:KEY NOTES:1.CLEAR & GRUB WITHIN LIMITS OF DISTURBANCE2.DEMOLISH SEPTIC TANK3.PROTECT EXISTING SEWER LINE, ENTIRELENGTH4.PROTECT EXISTING STORM DRAIN, ENTIRELENGTH.5.DEMO POLE BUNK6.TEMPORARY BUILDING TO BE REMOVED BYOWNER7.SAWCUT AND REMOVE EXISTING CONCRETEDOCK8.LIMIT OF DISTURBANCE
EIPEIPELBELBTRTRTRTRELBWMWMWMWWWELBTR30.48'1550.26'TOP=455.73'INACCESSIBLETOP=455.83'INV=452.19'COLUMNCOLUMNCOLUMNBUILDINGCANOPYCANOPYTEMP BLDGCONCCONCWOODSWOODSWOODSWOODSTREES20"MAPLE15"CEDAR21"MAPLEGRAVELGRAVELASPHALTASPHALTCONCRIPRAPRIPRAPSIGNUNKCONCCONC
BRICK RETWBUILDINGBUILDINGBRICK RETWCANOPYCONCCONCCONCASPHALTASPHALTSTEPSW/ HANDRAILSTEPSW/ HANDRAILFFE=461.01'FFE=461.01'STEPSW/ HANDRAILSTEPSW/ HANDRAILRETWRETW ASPHALTGATE
CONCASPHALTASPHALT72"CHL 3SBW72"CHL 3SBW
GATEASPHALTCONCBUILDINGCONCGATEGRAVELCALLBOXSPEEDBUMPGATE SENSORGATE CONTROL BOXCALLBOX96"CHL 3SBWCONC
CONCCONCH-FRAMESTRUCTUREPARK AVESSFMINV=443.29'TOP=446.59'INV=441.67'TOP=444.41'INV=442.50'TOP=445.25'INV=444.01'TOP=448.59'SANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSSANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSFFE=457.56'FFE=456.08'WOODSWOODSSHRUBSCHARGINGSTATIONMAILBOXFLAGPOLERIPRAPCONCFFE=461.18'CONCRIPRAPCONC460'455'450'4
4
5
'440'440'445'4
5
0
'455'460'455'460'454'459'457'4
5
6
'459'458'457'GRAVEL460'TANKTANKEPUMPVALVENOZZLESWITCHPARKING STOPSBUILDINGMATCHLINE SEE SHEET C112 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX2314411XXXXXXXXXXXXXX7688WMEIPEIPELB
ELB
TR
TR
TRTR
EIPCHHELB WMWMWMETR WWWELBTR
EIPEIPTOP=455.73'INACCESSIBLETOP=455.83'INV=452.19'COLUMNCOLUMNCOLUMNBUILDINGCANOPYCANOPYTEMP BLDGCONCCONCWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSTREES20"MAPLE15"CEDAR21"MAPLEGRAVELGRAVELASPHALTASPHALTCONCRIPRAPRIPRAPSIGNU
NK
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BRICK RETWBUILDINGBUILDINGBRICK RETWCANOPYCONCCONCCONCASPHALTASPHALTSTEPSW/ HANDRAILSTEPSW/ HANDRAILFFE=461.01'FFE=461.01'STEPSW/ HANDRAILSTEPSW/ HANDRAILRETWRETW ASPHALTGATE
CONCASPHALTASPHALT72"CHL 3SBW72"CHL 3SBW
GATEASPHALTCONCCONCGRAVELGRAVELGRAVELTEMP BLDGTEMP BLDG72"CHL 3SBW72"CHL 3SBW72"CHL 3SBW72"CHL 3SBWGATERIPRAPRIPRAP BUILDINGBUILDINGBUILDINGRADIOTOWERGENERATORGATEGA
T
E GATE72"CHL 3SBWGRAVELGUY FOR RADIO TOWERRIPRAP72"CHL 3SBWGRAVELGUY FOR RADIO TOWERWOOD FENCE RUINS72"CHL 3SBWGRAVELGUY FOR RADIO TOWERCONCGATEGRAVELCALLBOXSPEEDBUMPGATE SENSORGATE CONTROL BOXCALLBOX96"CHL 3SBWCONC
CONCCONCGRAVELSANDSTONEH-FRAMESTRUCTUREPARK AVEBROKEN CONCRETEDEBRISSSFMTRINV=443.29'TOP=446.59'INV=436.28'TOP=441.63'INV=441.67'TOP=444.41'INV=442.50'TOP=445.25'INV=444.01'TOP=448.59'SANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSSANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSFFE=457.56'FFE=456.08'FFE=455.56'WOODSWOODSSHRUBSCHARGINGSTATIONMAILBOXFLAGPOLERIPRAPCONCFFE=461.18'CONCRIPRAPCONC465'
460'
455'
450'
445'
440'
450'
450'450'450'455'
460'
465'465'460'455'450'44
5
'440'440'445'45
0
'455'460'455'460'465'460'455'
455'455'
455'455'450'450'455'459'457'455'465'460'454'459'467'449'458'457'
456
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3
5
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435'
435'
440'
443'
44
0
'435'
445'450'
445'
441'
445'
443'459'458'457'GRAVEL460'
465'TANKTANKEPUMPVALVENOZZLESWITCHPARKING STOPSBUILDINGMATCHLINE SEE SHEET C112 XXXXXXXXXXXC111ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-111dp2020.06.10 6:10:20 PM
DEMOLITION PLANAREA 1DEMOLITION PLAN - AREA 111" = 30'SCALE:KEY MAPNTSKEY NOTES:1.CLEAR & GRUB WITHIN LIMITS OF DISTURBANCE2.DEMOLISH SEPTIC TANK3.PROTECT EXISTING SEWER LINE, ENTIRELENGTH4.PROTECT EXISTING STORM DRAIN, ENTIRELENGTH.5.DEMO POLE BUNK6.TEMPORARY BUILDING TO BE REMOVED BYOWNER7.SAWCUT AND REMOVE EXISTING CONCRETEDOCK8.LIMIT OF DISTURBANCE
4TREIPCHHETRBORE 10INV=447.99'FESINV=448.31'15"RCPTOP=450.80'INV=448.32'851EIPBORE 8BORE 9905EIP10261109BORE 7BORE 11BORE 6INV=449.48'TOP=452.10'15"RCPINV=449.32'FES15"RCP15"RCPTOP=452.88'INV=450.23'INV=450.22'TOP=454.28'INV=451.62'INV=451.68'15"RCPINV=452.52'INV=452.12'6"HDPETOP=454.87'INV=451.26'INV=451.23'INV=451.69'6"HDPE12"HDPE12"HDPETOP=454.94'INACCESSIBLEFILLED WITH DEBRISTOP=454.09'INV=451.51'WOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSEOI CONCGRAVELGRAVELGRAVELTEMP BLDGTEMP BLDG72"CHL 3SBW72"CHL 3SBW72"CHL 3SBW72"CHL 3SBWGATERIPRAPRIPRAP BUILDINGBUILDINGBUILDINGRADIOTOWERGENERATORGATEG
A
T
E GATE72"CHL 3SBWGRAVELGUY FOR RADIO TOWERRIPRAP72"CHL 3SBWGRAVELGUY FOR RADIO TOWERWOOD FENCE RUINS72"CHL 3SBWGRAVELGUY FOR RADIO TOWERGATE SENSORGATE CONTROL BOXGRAVELSANDSTONEBROKEN CONCRETEDEBRIS74177418TR75977600FFE=455.56'465'
460'
455'
450'
445'
44
0
'
450
'
450'450'450'455'
460'
465'465'465'460'455'455'455'455'455'450'450'455'459'457'455
'465'460'467'449'458'435'435'
435'
435'
440'
443'
4
4
0
'435'44
5
'450'445'
441'
445'
443'
465'MATCHLINE SEE SHEET C111 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX655511111558881234WMEIPEIPBORE 4ELBELBTRTR697BORE 5TR
TREIP50315032CHHELBWMWMWM5585ETRWWWELBTRBORE 3BORE 2BORE 1BORE 106688INV=447.99'FESINV=448.31'15"RCPTOP=450.80'INV=448.32'851EIPBORE 8BORE 9905EIP10261109BORE 7BORE 11BORE 6BORE 12INV=449.48'TOP=452.10'15"RCPINV=449.32'FES15"RCP15"RCPTOP=452.88'INV=450.23'INV=450.22'TOP=454.28'INV=451.62'INV=451.68'15"RCPTOP=454.95'INV=453.12'INV=452.52'6"HDPEOEUINV=455.73FESINV=454.88FES18"RCPTOP=460.41'INV=454.13'INV=456.78'INV=454.33'OEU8"MTL8"MTL8"MTL TOP=455.22'INV=451.67'INV=452.50'15"RCP15"RCP15"RCP 18"RCPTOP=453.24'INV=450.87'INV=451.05'TOP=456.40'INV=452.89'INV=453.14'INV=454.96'4"PVCOEUTOP=456.53'INV=455.20'INV=454.02'4"PVCINV=445.52'FESINV=452.12'6"HDPETOP=454.87'INV=451.26'INV=451.23'INV=451.69'6"HDPE12"HDPE12"HDPETOP=454.94'INACCESSIBLEFILLED WITH DEBRISTOP=454.09'INV=451.51'TOP=455.73'INACCESSIBLETOP=455.83'INV=452.19'INV=446.02'12"HDPEOEUINV=456.0410"PVCOEUCOLUMNCOLUMNCOLUMNBUILDINGCANOPYCANOPYTEMP BLDGCONCCONCWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSTREES20"MAPLE15"CEDAR21"MAPLEGRAVELGRAVELASPHALTASPHALTCONCRIPRAPRIPRAPSIGNUNK
EO
ICONC CONC
BRICK RETWBUILDINGBUILDINGBRICK RETWCANOPYCONCCONCCONCASPHALTASPHALTSTEPSW/ HANDRAILSTEPSW/ HANDRAILFFE=461.01'FFE=461.01'STEPSW/ HANDRAILSTEPSW/ HANDRAILRETWRETW ASPHALTGATE
CONCASPHALTASPHALT72"CHL 3SBW72"CHL 3SBW
GATEASPHALTCONCCONCGRAVELGRAVELGRAVELTEMP BLDGTEMP BLDG72"CHL 3SBW72"CHL 3SBW72"CHL 3SBW72"CHL 3SBWGATERIPRAPRIPRAP BUILDINGBUILDINGBUILDINGRADIOTOWERGENERATORGATEGA
T
E GATE72"CHL 3SBWGRAVELGUY FOR RADIO TOWERRIPRAP72"CHL 3SBWGRAVELGUY FOR RADIO TOWERWOOD FENCE RUINS72"CHL 3SBWGRAVELGUY FOR RADIO TOWERCONCGATEGRAVELCALLBOXSPEEDBUMPGATE SENSORGATE CONTROL BOXCALLBOX96"CHL 3SBWCONC
CONCCONCGRAVELSANDSTONEH-FRAMESTRUCTUREPARK AVEBROKEN CONCRETEDEBRISSSFM74177418TR 75977600INV=443.29'TOP=446.59'INV=436.28'TOP=441.63'INV=441.67'TOP=444.41'INV=442.50'TOP=445.25'INV=444.01'TOP=448.59'SANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSSANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSFFE=457.56'FFE=456.08'FFE=455.56'WOODSWOODSSHRUBSCHARGINGSTATIONMAILBOXFLAGPOLEINV=456.67FESINV=456.34FESRIPRAP8472CONCFFE=461.18'4"PVCINV=458.2515"CMPINV=457.99INV=457.88TOP=458.59INV=456.99TOP=458.42INV=455.73INV=456.856"HDPE8"HDPEOEU10"MTLOEUCONCRIPRAPCONC465'
460'
455'
450'
445'
440'
450'
450'450'450'455'
460'
465'465'460'455'450'445
'440'440'445'450'455'460'4
5
5
'460'465'460'455'455'
455
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455'455'450'450'455'459'457'455'465'460'454'459'467'449'458'457'456'435'435'
435'
435'
440'
443'
44
0
'435'
445'450'445'
441'
445'
443'459'458'457'GRAVEL460'
465'TANKTANKEPUMPVALVENOZZLESWITCHPARKING STOPSBUILDINGMATCHLINE SEE SHEET C111 XXXXXXXXXXXDEMOLITION PLANAREA 2C112ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-112dp2020.06.10 6:10:51 PM
DEMOLITION PLAN - AREA 211" = 30'SCALE:KEY MAPNTSKEY NOTES:1.CLEAR & GRUB WITHIN LIMITS OF DISTURBANCE2.DEMOLISH SEPTIC TANK3.PROTECT EXISTING SEWER LINE, ENTIRELENGTH4.PROTECT EXISTING STORM DRAIN, ENTIRELENGTH.5.DEMO POLE BUNK6.TEMPORARY BUILDING TO BE REMOVED BYOWNER7.SAWCUT AND REMOVE EXISTING CONCRETEDOCK8.LIMIT OF DISTURBANCE
SETBACK LINESETBACK LINESETBACK LINESETBACK LINECONCRETE PAVEMENTCONCRETEPAVEMENTASPHALTPAVEMENTASPHALTPAVEMENTGRAVELGRAVELGRAVELGRAVELCLEARED AND GRASSEDFIELD FOR TRAINING///////////////////////////////////////////////////////////////////////////////////////////////////////////B3: VEHICLEMAINTENANCEBUILDINGFFE = 455.56'±6,015 SFB1: WAREHOUSEFFE = 457.51±15,900 SFB4: COVEREDSTORAGE±14,335 SFCOVERED STORAGE±3,950 SF90' X 8' RECYCLING±15,000 SFTRANSFORMER AND MATERIALSTORAGESTORMWATERPONDSTORMWATERPONDB2: ENCLOSED VEHICLESTORAGEFFE = 457.01' TO 457.51±14,500 SF±3,000 SF CONDUIT/MISC. STORAGE55' X 30'DUMPSTER0.5%W1MDPATSUTILITY XFMRGENSET W/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////XB2:EXISTINGWAREHOUSEXB1: EXISTINGOFFICEXB5: EXISTING STORAGE BMATCHLINE SHEET C201
MATCHLINE SHEET C202 EIPEIPEIPCHHEIPEIPWOODSWOODSWOODSWOODSWOODSTREESGRAVELASPHALTSIGNCONCCONC
BRICK RETWBUILDINGBUILDINGCANOPYCONCSTEPSW/ HANDRAILFFE=461.01'FFE=461.01'STEPSW/ HANDRAILSTEPSW/ HANDRAILRETWRETW ASPHALTASPHALT72"CHL 3SBW
72"CHL 3SBWGATERIPRAPRIPRAP BUILDINGBUILDINGRADIOTOWERGENERATORGATEG
A
T
E GATE72"CHL 3SBWGRAVELGUY FOR RADIO TOWERRIPRAP72"CHL 3SBWGRAVELGUY FOR RADIO TOWERWOOD FENCE RUINS72"CHL 3SBWGRAVELGUY FOR RADIO TOWERCALLBOX96"CHL 3SBWCONCPARK AVEFFE=455.56'WOODSWOODSSHRUBSCHARGINGSTATIONMAILBOXRIPRAPCONCFFE=461.18'CONCRIPRAPCONCGRAVELTANKTANKPUMPVALVENOZZLESWITCHPARKING STOPSBUILDINGEXISTING FENCE TO REMAIN3453641222379889C200ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-200sp2020.06.10 6:11:33 PM
SITE PLANOVERALLOVERALL SITE PLAN11" = 50'SCALE:PROPERTY DATAPROJECT DESCRIPTION: THIS PROJECT CONSISTS OFWAREHOUSE, STORAGE AND VEHICLE MAINTENANCESPACE FOR WAKE ELECTRIC. CONSTRUCTIONCONSISTS OF CLEARING AND GRUBBING, SITEGRADING, EROSION CONTROL MEASURES, SEEDING,DRAINAGE AND UTILITY DESIGN, PAVING, AND OTHERWORK AS DESIGNATED.PARCEL ID:026111ZONING: INDUSTRIAL (IND)TOTAL ACREAGE: 30.00 ACRESTOTAL DISTURBED AREA: 15.35 ACRESTOTAL IMPERVIOUS COVER: 7.87 ACRESTOTAL GRAVEL AREA: 6.35 ACRESRECEIVING WATER: BRANDY CREEKRIVER BASIN: TAR-PAMLICO BASINKEY NOTES:1.EXISTING ENTRANCE GATE2.ENTRANCE KIOSK CALL BOX3.6' CHAINLINK FENCE WITH TRIPLE STRANDBARBED WIRE TOPPER4.20' X 40' POLE BUNKS5.1,000 SF MATERIAL STORAGE6.2-12' CHAINLINK SWING GATES - 24' CLEAROPENING WITH MANUAL LOCK7.NEW SLIDING GATE8.2" GRAVEL OVERLAY ON EXISTING GRAVEL9.PROPOSED GRAVEL AREA
////////////////////////////////////////B1: WAREHOUSEFFE = 457.51±15,900 SFSTORMWATERPONDB2: ENCLOSED VEHICLESTORAGEFFE = 457.01' TO 457.51±14,500 SF0.5%W1MDPATSUTILITY XFMRGENSET W/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////XB2:EXISTINGWAREHOUSEXB1: EXISTINGOFFICEMATCHLINE SEE SHEET C202
25.00SETBACK LINECONCRETE PAVEMENTCONCRETE PAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENTASPHALTPAVEMENTASPHALTPAVEMENTGRAVELEIPEIPWOODSWOODSTREESGRAVELASPHALTSIGNCONCCONC
BRICK RETWCONCRETWRETW ASPHALTASPHALT72"CHL 3SBW
CALLBOX96"CHL 3SBWCONC
WOODSWOODSSHRUBSCHARGINGSTATIONMAILBOXRIPRAPCONCCONCRIPRAPCONCGRAVELTANKTANKPUMPVALVENOZZLESWITCHPARKING STOPS45'20'R25'R
2
5
'R75'R100'24'24'3122156'
2'208'2'2'
2'
45'137'112'4'
R100'
38'
24'126'10'25'23'11'/////////////B3: VEHICLEMAINTENANCEBUILDINGFFE = 455.56'±6,015 SFB1: WAREHOUSEFFE = 457.51±15,900 SFB4: COVEREDSTORAGE±14,335 SFCOVERED STORAGE±3,950 SF90' X 8' RECYCLING±15,000 SFTRANSFORMER AND MATERIALSTORAGESTORMWATERPONDSTORMWATERPONDB2: ENCLOSED VEHICLESTORAGEFFE = 457.01' TO 457.51±14,500 SF±3,000 SF CONDUIT/MISC. STORAGE55' X 30'DUMPSTER0.5%W1MDPATSUTILITY XFMRGENSET W///////////////XB2:EXISTINGWAREHOUSEXB1: EXISTINGOFFICEXB5: EXISTING STORAGE BMATCHLINE SEE SHEET C202
25.00SETBACK LINE25.00SETBACK LINE25.00SETBACK LINE25.00SETBACK LINECONCRETE PAVEMENTCONCRETE PAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENTASPHALTPAVEMENTASPHALTPAVEMENTGRAVELWMEIPEIPEIPCHHWMWMWMWWWEIPEIPWOODSWOODSWOODSWOODSWOODSTREESGRAVELASPHALTSIGNCONCCONC
BRICK RETWBUILDINGBUILDINGCANOPYCONCSTEPSW/ HANDRAILFFE=461.01'FFE=461.01'STEPSW/ HANDRAILSTEPSW/ HANDRAILRETWRETW ASPHALTASPHALT72"CHL 3SBW
72"CHL 3SBWGATERIPRAPRIPRAP BUILDINGBUILDINGRADIOTOWERGENERATORGATEGA
T
E GATE72"CHL 3SBWGRAVELGUY FOR RADIO TOWERRIPRAP72"CHL 3SBWGRAVELGUY FOR RADIO TOWERWOOD FENCE RUINS72"CHL 3SBWGRAVELGUY FOR RADIO TOWERCALLBOX96"CHL 3SBWCONCPARK AVEFFE=455.56'WOODSWOODSSHRUBSCHARGINGSTATIONMAILBOXRIPRAPCONCFFE=461.18'CONCRIPRAPCONCGRAVELTANKTANKPUMPVALVENOZZLESWITCHPARKING STOPSBUILDING45'20'R25'R2
5
'R75'R100'24'24'36'156'
2'208'2'2'
2'
45'137'112'4'
R100'
38'
24'126'
10'25'23'11'C201ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-201sp2020.06.10 6:12:09 PM
SITE PLANAREA 1SITE PLAN - AREA 111" = 30'SCALE:PROPERTY DATAPROJECT DESCRIPTION: THIS PROJECT CONSISTS OFWAREHOUSE, STORAGE AND VEHICLE MAINTENANCESPACE FOR WAKE ELECTRIC. CONSTRUCTIONCONSISTS OF CLEARING AND GRUBBING, SITEGRADING, EROSION CONTROL MEASURES, SEEDING,DRAINAGE AND UTILITY DESIGN, PAVING, AND OTHERWORK AS DESIGNATED.PARCEL ID:026111ZONING: INDUSTRIAL (IND)TOTAL ACREAGE: 30.00 ACRESTOTAL DISTURBED AREA: 15.35 ACRESTOTAL IMPERVIOUS COVER: 7.87 ACRESTOTAL GRAVEL AREA: 6.35 ACRESRECEIVING WATER: BRANDY CREEKRIVER BASIN: TAR-PAMLICO BASINKEY MAPNTSKEY NOTES:1.EXISTING ENTRANCE GATE2.ENTRANCE KIOSK CALL BOX3.6' CHAINLINK FENCE WITH TRIPLE STRANDBARBED WIRE TOPPER4.20' X 40' POLE BUNKS5.1,000 SF MATERIAL STORAGE6.2-12' CHAINLINK SWING GATES - 24' CLEAROPENING WITH MANUAL LOCK7.NEW SLIDING GATE8.2" GRAVEL OVERLAY ON EXISTING GRAVEL9.PROPOSED GRAVEL AREA
EIPEIPEIP72"CHL 3SBWGATERIPRAPRIPRAP BUILDINGBUILDINGRADIOTOWERGENERATORGATEG
A
T
E GATE72"CHL 3SBWGRAVELGUY FOR RADIO TOWERRIPRAP72"CHL 3SBWGRAVELGUY FOR RADIO TOWERWOOD FENCE RUINS72"CHL 3SBWGRAVELGUY FOR RADIO TOWERFFE=455.56'FFFFFFFFFFFFFFF////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////B3: VEHICLEMAINTENANCEBUILDINGFFE = 455.56'±6,015 SFB4: COVEREDSTORAGE±14,335 SFCOVERED STORAGE±3,950 SF90' X 8' RECYCLING±15,000 SFTRANSFORMER AND MATERIALSTORAGESTORMWATERPOND±3,000 SF CONDUIT/MISC. STORAGE55' X 30'DUMPSTERXB5: EXISTING STORAGE B25'SETBACK LINE25'SETBACK LINE25'SETBACK LINEMATCHLINE SEE SHEET C201 CONCRETEPAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENTGRAVELCLEARED AND GRASSEDFIELD FOR TRAININGASPHALTPAVEMENTR100'36'10'20'20'40'140'10'4536742320'50'10'5'5'97'10'5'97'25'65'75'15'23'2'
209'
9'30'15'13'23'23'21'19'16'21'20'301'2'7'
3'9889WMEIPEIPELBELBTRTR
TR
TREIPCHHELBWMWMWMETR WWWELBTR 30.48'1550.26'EIPEIPSIGNUN
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72"CHL 3SBW
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T
E GATE72"CHL 3SBWGRAVELGUY FOR RADIO TOWERRIPRAP72"CHL 3SBWGRAVELGUY FOR RADIO TOWERWOOD FENCE RUINS72"CHL 3SBWGRAVELGUY FOR RADIO TOWERCALLBOXPARK AVETR FFE=455.56'CHARGINGSTATIONMAILBOXRIPRAPFFE=461.18'RIPRAPTANKTANKEPUMPVALVENOZZLESWITCHPARKING STOPSBUILDINGFFF/////////////B3: VEHICLEMAINTENANCEBUILDINGFFE = 455.56'±6,015 SFB1: WAREHOUSEFFE = 457.51±15,900 SFB4: COVEREDSTORAGE±14,335 SFCOVERED STORAGE±3,950 SF90' X 8' RECYCLING±15,000 SFTRANSFORMER AND MATERIALSTORAGESTORMWATERPONDSTORMWATERPONDB2: ENCLOSED VEHICLESTORAGEFFE = 457.01' TO 457.51±14,500 SF±3,000 SF CONDUIT/MISC. STORAGE55' X 30'DUMPSTER0.5%W1MDPATSUTILITY XFMRGENSET W///////////////XB2:EXISTINGWAREHOUSEXB1: EXISTINGOFFICEXB5: EXISTING STORAGE B25'SETBACK LINE25'SETBACK LINE25'SETBACK LINE25'SETBACK LINEMATCHLINE SEE SHEET C201 CONCRETEPAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENTGRAVELCLEARED AND GRASSEDFIELD FOR TRAININGASPHALTPAVEMENTR100'36'10'
20'
20'40'140'10'20'50'10'5'5'97'10'5'
97'25'65'75'15'23'2'
209'
9'30'15'
13'23'23'
21'
19'16'
21'20'301'2'7'3'SITE PLANAREA 2C202ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-202sp2020.06.10 6:12:47 PMSITE PLAN - AREA 211" = 30'SCALE:KEY MAPNTSPROPERTY DATAPROJECT DESCRIPTION: THIS PROJECT CONSISTS OFWAREHOUSE, STORAGE AND VEHICLE MAINTENANCESPACE FOR WAKE ELECTRIC. CONSTRUCTIONCONSISTS OF CLEARING AND GRUBBING, SITEGRADING, EROSION CONTROL MEASURES, SEEDING,DRAINAGE AND UTILITY DESIGN, PAVING, AND OTHERWORK AS DESIGNATED.PARCEL ID:026111ZONING: INDUSTRIAL (IND)TOTAL ACREAGE: 30.00 ACRESTOTAL DISTURBED AREA: 15.35 ACRESTOTAL IMPERVIOUS COVER: 7.87 ACRESTOTAL GRAVEL AREA: 6.35 ACRESRECEIVING WATER: BRANDY CREEKRIVER BASIN: TAR-PAMLICO BASINKEY NOTES:1.EXISTING ENTRANCE GATE2.ENTRANCE KIOSK CALL BOX3.6' CHAINLINK FENCE WITH TRIPLE STRANDBARBED WIRE TOPPER4.20' X 40' POLE BUNKS5.1,000 SF MATERIAL STORAGE6.2-12' CHAINLINK SWING GATES - 24' CLEAROPENING WITH MANUAL LOCK7.NEW SLIDING GATE8.2" GRAVEL OVERLAY ON EXISTING GRAVEL9.PROPOSED GRAVEL AREA
SETBACK LINESETBACK LINESETBACK LINESETBACK LINESANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN///////////////////////////////////////////////////////////////////////////////////////////////////////////B3: VEHICLEMAINTENANCEBUILDINGFFE = 455.56'±6,015 SFB1: WAREHOUSEFFE = 457.51±15,900 SFB4: COVEREDSTORAGE±14,335 SFCOVERED STORAGE±3,950 SF90' X 8' RECYCLING±15,000 SFTRANSFORMER AND MATERIALSTORAGESTORMWATERPONDSTORMWATERPONDB2: ENCLOSED VEHICLESTORAGEFFE = 457.01' TO 457.51±14,500 SF±3,000 SF CONDUIT/MISC. STORAGE55' X 30'DUMPSTER0.5%W1MDPATSUTILITY XFMRGENSET WC3B4B3C2B2A5A4A6B5A3C1A2D2E2A1D1B1E115"15"18"18"15"18"18"24"30"18'' ST18"30"36"/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////15'' STG1G218"F3AXB2:EXISTINGWAREHOUSEXB1: EXISTINGOFFICEXB5: EXISTING STORAGE B456456 456456
458
4
4
0
440
450
450450
450
450450
450
460
460
4
6
0
4604604
3
6
4
3
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442
442
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444
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4
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6
45
6
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458
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4
5
8
458
458
4
6
2
4624624
6
4
464MATCHLINE SHEET C301
MATCHLINE SHEET C302WM EIPEIPELBELBTRTRTRTREIPCHHELBWMWMWMETRWWWELBTR30.48'1550.26'EIPEIPWOODSWOODSWOODSWOODSWOODSTREESGRAVELASPHALTSIGNUNKEOICONC CONC
BRICK RETWBUILDINGBUILDINGCANOPYCONCSTEPSW/ HANDRAILFFE=461.01'FFE=461.01'STEPSW/ HANDRAILSTEPSW/ HANDRAILRETWRETW ASPHALTASPHALT72"CHL 3SBW
72"CHL 3SBWGATERIPRAPRIPRAP BUILDINGBUILDINGRADIOTOWERGENERATORGATEG
A
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E GATE72"CHL 3SBWGRAVELGUY FOR RADIO TOWERRIPRAP72"CHL 3SBWGRAVELGUY FOR RADIO TOWERWOOD FENCE RUINS72"CHL 3SBWGRAVELGUY FOR RADIO TOWERCALLBOX96"CHL 3SBWCONCPARK AVETRFFE=455.56'WOODSWOODSSHRUBSCHARGINGSTATIONMAILBOXRIPRAPCONCFFE=461.18'CONCRIPRAPCONC465'
460'
455'
450'
445'
44
0
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450
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450'450'450'455'
460'
465'465'460'455'450'445'440'440'445'450'455'460'455'460'465'460'455'455'455'
455
'455'450'450'455'459'457'455'465'460'454'459'467'449'458'457'45
6
'435'435'
435'
435'
440'
443'
4
4
0
'435'44
5
'450'445'
441'
445'
443'459'458'457'GRAVEL460'465'TANKTANKEPUMPVALVENOZZLESWITCHPARKING STOPSBUILDINGOVERALLGRADING &DRAINAGE PLANC300ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-300gp2020.06.10 6:13:25 PM
OVERALL GRADING & DRAINAGE PLAN11" = 50'SCALE:
MATCHLINE SEE SHEET C302
25.00SETBACK LINE123EIPEIPELBELBTRTRTRTR50315032ELBWMWMWM5585WWWELBTR668830.48'1550.26'TOP=454.95'INV=453.12'INV=452.52'6"HDPEOEUINV=455.73FESINV=454.88FES18"RCPTOP=460.41'INV=454.13'INV=456.78'INV=454.33'OEU8"MTL8"MTL8"MTL
TOP=455.22'INV=451.67'INV=452.50'15"RCP15"RCP15"RCP 18"RCPTOP=453.24'INV=450.87'INV=451.05'TOP=456.40'INV=452.89'INV=453.14'INV=454.96'4"PVCOEUTOP=456.53'INV=455.20'INV=454.02'4"PVCINV=445.52'FESINACCESSIBLEFILLED WITH DEBRISTOP=455.73'INACCESSIBLETOP=455.83'INV=452.19'INV=446.02'12"HDPEOEUINV=456.0410"PVCOEUWOODSWOODSTREESGRAVELASPHALTSIGNUNKCONCCONC
BRICK RETWBUILDINGBUILDINGCANOPYCONCSTEPSW/ HANDRAILFFE=461.01'FFE=461.01'STEPSW/ HANDRAILSTEPSW/ HANDRAILRETWRETW ASPHALTASPHALT72"CHL 3SBW
CALLBOX96"CHL 3SBWCONCPARK AVESSFMINV=443.29'TOP=446.59'INV=441.67'TOP=444.41'INV=442.50'TOP=445.25'INV=444.01'TOP=448.59'SANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSSANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSWOODSWOODSSHRUBSCHARGINGSTATIONMAILBOXINV=456.67FESINV=456.34FESRIPRAP8472CONCFFE=461.18'4"PVCINV=458.2515"CMPINV=457.99INV=457.88TOP=458.59INV=456.99TOP=458.42INV=455.73INV=456.856"HDPE8"HDPEOEU10"MTLOEUCONCRIPRAPCONC460'455'450'4
4
5
'440'440'445'450'455'460'455'460'454'459'457'4
5
6
'459'458'457'GRAVEL460'TANKTANKEPUMPVALVENOZZLESWITCHPARKING STOPSBUILDINGWSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSSSSXXXCBWHDNUP/////////////////////////////////////////XXXXXXXXXXXXXXXXXXXXW1MDPATSUTILITY XFMRGENSET WB4B3C2B2C1D2D1B115"18"18"24"30"18'' ST18"30"SSSSSSS/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////G2457.01457.14457.51457.51457.01457.51457.51457.51457.51457.01457.01457.01457.51457.01457.511.0%1.0%1.0%1.0%457.44457.4424" RCP FLARED END SECTION24" CLASS III RCPPOND 2 OUTLET CONTROLSTRUCTURESEE SHEET C305FORBAYCONNECT EXISTING 18"RCP TO NEW STORMDRAINAGE MANHOLEROCKFILL BAFFLEPOND 2 SECTIONSEE SHEET C305EMERGENCY SPILLWAYSEE SHEET C30510' BERMSTORMWATERPOND 2ADJ. INLET TO GRADETIE ROOF DRAINTO INLETROOF DRAINHEADER1% MIN SLOPEROOF DRAINHEADER1% MIN SLOPEROOF DRAINHEADER1% MIN SLOPEROOF DRAINHEADER1% MIN SLOPEROOF DRAINHEADER1% MIN SLOPEADJ. INLET TO GRADEFF = 457.51FF = 457.51FF = 457.51460.51FG459.87FG459.08FG459.78FG456.90FG456.14FG458.91458.42457.19456.71456.71457.18455.46457.18457.18458.27456.37457.19456.71456.71456.01456.70456.71MATCH EXISTINGGRADE455.10458.42456.65COORDINATE RELOCATIONOF ELECTRICALEQUIPMENT3.3%1.4%1.3%1.4%1.5%1.5%1.4%3.8%3.8%2.2%1.9%MATCHLINE SEE SHEET C302
25.001
234WMEIPEIPELBELBTRTR 697TR
TREIP50315032CHHELBWMWMWM5585ETR WWWELBTR6688
INV=447.99'FESINV=448.31'15"RCPTOP=450.80'INV=448.32'30.48'1550.26'851EIP905EIP10261109INV=449.48'TOP=452.10'15"RCPINV=449.32'FES15"RCP15"RCPTOP=452.88'INV=450.23'INV=450.22'TOP=454.28'INV=451.62'INV=451.68'15"RCPTOP=454.95'INV=453.12'INV=452.52'6"HDPEOEUINV=455.73FESINV=454.88FES18"RCPTOP=460.41'INV=454.13'INV=456.78'INV=454.33'OEU8"MTL8"MTL8"MTL TOP=455.22'INV=451.67'INV=452.50'15"RCP15"RCP15"RCP 18"RCPTOP=453.24'INV=450.87'INV=451.05'TOP=456.40'INV=452.89'INV=453.14'INV=454.96'4"PVCOEUTOP=456.53'INV=455.20'INV=454.02'4"PVCINV=445.52'FESINV=452.12'6"HDPETOP=454.87'INV=451.26'INV=451.23'INV=451.69'6"HDPE12"HDPE12"HDPETOP=454.94'INACCESSIBLEFILLED WITH DEBRISTOP=454.09'INV=451.51'TOP=455.73'INACCESSIBLETOP=455.83'INV=452.19'INV=446.02'12"HDPEOEUINV=456.0410"PVCOEUWOODSWOODSWOODSWOODSWOODSTREESGRAVELASPHALTSIGNUN
K
EOICONC CONC
BRICK RETWBUILDINGBUILDINGCANOPYCONCSTEPSW/ HANDRAILFFE=461.01'FFE=461.01'STEPSW/ HANDRAILSTEPSW/ HANDRAILRETWRETW ASPHALTASPHALT72"CHL 3SBW
72"CHL 3SBWGATERIPRAPRIPRAP BUILDINGBUILDINGRADIOTOWERGENERATORGATEGA
T
E GATE72"CHL 3SBWGRAVELGUY FOR RADIO TOWERRIPRAP72"CHL 3SBWGRAVELGUY FOR RADIO TOWERWOOD FENCE RUINS72"CHL 3SBWGRAVELGUY FOR RADIO TOWERCALLBOX96"CHL 3SBWCONCPARK AVESSFM74177418TR75977600INV=443.29'TOP=446.59'INV=436.28'TOP=441.63'INV=441.67'TOP=444.41'INV=442.50'TOP=445.25'INV=444.01'TOP=448.59'SANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSSANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSFFE=455.56'WOODSWOODSSHRUBSCHARGINGSTATIONMAILBOXINV=456.67FESINV=456.34FESRIPRAP8472CONCFFE=461.18'4"PVCINV=458.2515"CMPINV=457.99INV=457.88TOP=458.59INV=456.99TOP=458.42INV=455.73INV=456.856"HDPE8"HDPEOEU10"MTLOEUCONCRIPRAPCONC465'
460'
455'
450'
445'
440'
450'
450'450'450'455'
460'
465'465'460'455'450'445
'440'440'445'450'455'460'45
5
'460'465'460'455'455'
455
'
455'455'450'450'455'459'457'455'465'460'454'459'467'449'458'457'456'435'4
35
'
435'
435'
440'
443'440'435'
445'450'
445'
441'
445'
443'459'458'457'GRAVEL460'
465'TANKTANKEPUMPVALVENOZZLESWITCHPARKING STOPSBUILDINGWSSSSSSCBWH
DN
UP
/////////////B3: VEHICLEMAINTENANCEBUILDINGFFE = 455.56'±6,015 SFB1: WAREHOUSEFFE = 457.51±15,900 SFB4: COVEREDSTORAGE±14,335 SFCOVERED STORAGE±3,950 SF90' X 8' RECYCLING±15,000 SFTRANSFORMER ANDMATERIAL STORAGESTORMWATERPONDSTORMWATERPONDB2: ENCLOSEDVEHICLE STORAGEFFE = 457.01' TO 457.51±14,500 SF±3,000 SF CONDUIT/MISC. STORAGE55' X 30'DUMPSTER0.5%W1MDPATSUTILITY XFMRGENSET WSSSSSSSSS///////////////XB2:EXISTINGWAREHOUSEXB1: EXISTINGOFFICEXB5: EXISTING STORAGE BSTORMWATERPOND 225.00
25.0025.00450'449'442'445'STORMWATERPOND 1W / SANDFILTERC301ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-301gp2020.06.10 6:31:20 PM
GRADING &DRAINAGE PLANAREA 1GRADING & DRAINAGE PLAN - AREA 111" = 30'SCALE:FFE= 457.51NOTES:KEY MAPNTS
MATCHLINE SEE SHEET C302
4EIPCHHETRINV=447.99'FESINV=448.31'15"RCPTOP=450.80'INV=448.32'851EIP905EIP10261109INV=449.48'TOP=452.10'15"RCPINV=449.32'FES15"RCP15"RCPTOP=452.88'INV=450.23'INV=450.22'TOP=454.28'INV=451.62'INV=451.68'15"RCPINV=452.12'6"HDPETOP=454.87'INV=451.26'INV=451.23'INV=451.69'6"HDPE12"HDPE12"HDPETOP=454.94'INACCESSIBLEFILLED WITH DEBRISTOP=454.09'INV=451.51'WOODSWOODSWOODSEOI
72"CHL 3SBWGATERIPRAPRIPRAP BUILDINGBUILDINGRADIOTOWERGENERATORGATEG
A
T
E GATE72"CHL 3SBWGRAVELGUY FOR RADIO TOWERRIPRAP72"CHL 3SBWGRAVELGUY FOR RADIO TOWERWOOD FENCE RUINS72"CHL 3SBWGRAVELGUY FOR RADIO TOWER74177418TR75977600FFE=455.56'465'
460'
455'
450'
445'
44
0
'
450
'
450'450'450'455'
460'
465'465'465'460'455'455'455'455'455'450'450'455'459'457'455
'465'460'467'449'458'435'435'
435'
435'
440'
443'
4
4
0
'435'44
5
'450'445'
441'
445'
443'
465'SANSANSANSANSANSSANSANSX///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////XXXXXX X X X X X X XXXXXXXXXXXXXXXXXXXXXXB3: VEHICLEMAINTENANCEBUILDINGFFE = 455.56'±6,015 SFB4: COVEREDSTORAGE±14,335 SFCOVERED STORAGE±3,950 SF90' X 8' RECYCLING±15,000 SFTRANSFORMER ANDMATERIAL STORAGESTORMWATERPOND±3,000 SF CONDUIT/MISC. STORAGE55' X 30'DUMPSTERC3A5A4A6B5A3A2E2A1E115"15"18"18"36"SS15'' ST15'' STG118"F3AXB5: EXISTING STORAGE B453.92454.89454.47455.10456.52454.47454.87454.53455.08454.93454.90455.08455.08454.87454.59454.87454.87454.83455.44HP455.23454.73455.08454.53454.40454.89454.87454.80455.08457.43458.07458.42458.91457.63457.82458.42461.00459.80458.80459.56459.24459.42461.29453.54452.01451.00463.40445.00454.00450.20450.44453.90452.99457.38454.48454.17453.09453.40458.57457.38455.00454.87455.07455.08454.87455.02455.12455.56454.86455.56454.68454.87454.94453.96453.96454.3825.00SETBACK LINE25.00SETBACK LINE25.00SETBACK LINE18" CLASS III RCP45
0
'449'442'445'STORMWATERPOND 1W / SANDFILTER18" RCP FLAREDEND SECTIONOUTLET CONTROLSTRUCTURESEE SHEET C3046" PERFORATEDUNDER DRAIN(TYP.)CLEANOUT (TYP.)ROCKFILL BERMFORBAYCLEANOUT (TYP.)SANDFILTER BEDCHAMBEREMERGENCYSPILLWAYSEE SHEET C30410' BERMCONSTRUCT INLET OVEREXISTING PIPETIE ROOF DRAIN TO INLETROOF DRAINHEADER1% MIN SLOPEROOF DRAINHEADER1% MIN SLOPEROOF DRAINHEADER1% MIN SLOPEROOF DRAINHEADER1% MIN SLOPEROOF DRAINHEADER1% MIN SLOPECONTRACTOR TO CLEAR DEBRIS ANDRESTORE EXISTING SYSTEM TOPROVIDE POSITIVE DRAINAGE FLOW3.0%2.5%1.5
%
3.2%2.4%2.7%2.5%2.2%2.7%2.5%1.0%3.4%2.7%3.1%2.3%3.0%3.2%0.5%2.8%2.7%1.5%3.3%2.7%0.9%1.0%10.0%1.5%1.0%1.8%1.5%2.8%
MATCHLINE SEE SHEET C302 1234WMEIPEIPELBELBTRTR 697TR
TREIP50315032CHHELBWMWMWM5585ETR WWWELBTR6688
INV=447.99'FESINV=448.31'15"RCPTOP=450.80'INV=448.32'851EIP905EIP10261109INV=449.48'TOP=452.10'15"RCPINV=449.32'FES15"RCP15"RCPTOP=452.88'INV=450.23'INV=450.22'TOP=454.28'INV=451.62'INV=451.68'15"RCPTOP=454.95'INV=453.12'INV=452.52'6"HDPEOEUINV=455.73FESINV=454.88FES18"RCPTOP=460.41'INV=454.13'INV=456.78'INV=454.33'OEU8"MTL8"MTL8"MTL TOP=455.22'INV=451.67'INV=452.50'15"RCP15"RCP15"RCP 18"RCPTOP=453.24'INV=450.87'INV=451.05'TOP=456.40'INV=452.89'INV=453.14'INV=454.96'4"PVCOEUTOP=456.53'INV=455.20'INV=454.02'4"PVCINV=445.52'FESINV=452.12'6"HDPETOP=454.87'INV=451.26'INV=451.23'INV=451.69'6"HDPE12"HDPE12"HDPETOP=454.94'INACCESSIBLEFILLED WITH DEBRISTOP=454.09'INV=451.51'TOP=455.73'INACCESSIBLETOP=455.83'INV=452.19'INV=446.02'12"HDPEOEUINV=456.0410"PVCOEUWOODSWOODSWOODSWOODSWOODSTREESGRAVELASPHALTSIGNUN
K
EOICONC CONC
BRICK RETWBUILDINGBUILDINGCANOPYCONCSTEPSW/ HANDRAILFFE=461.01'FFE=461.01'STEPSW/ HANDRAILSTEPSW/ HANDRAILRETWRETW ASPHALTASPHALT72"CHL 3SBW
72"CHL 3SBWGATERIPRAPRIPRAP BUILDINGBUILDINGRADIOTOWERGENERATORGATEGA
T
E GATE72"CHL 3SBWGRAVELGUY FOR RADIO TOWERRIPRAP72"CHL 3SBWGRAVELGUY FOR RADIO TOWERWOOD FENCE RUINS72"CHL 3SBWGRAVELGUY FOR RADIO TOWERCALLBOX96"CHL 3SBWCONCPARK AVESSFM74177418TR75977600INV=443.29'TOP=446.59'INV=436.28'TOP=441.63'INV=441.67'TOP=444.41'INV=442.50'TOP=445.25'INV=444.01'TOP=448.59'SANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSSANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSFFE=455.56'WOODSWOODSSHRUBSCHARGINGSTATIONMAILBOXINV=456.67FESINV=456.34FESRIPRAP8472CONCFFE=461.18'4"PVCINV=458.2515"CMPINV=457.99INV=457.88TOP=458.59INV=456.99TOP=458.42INV=455.73INV=456.856"HDPE8"HDPEOEU10"MTLOEUCONCRIPRAPCONC465'
460'
455'
450'
445'
440'
450'
450'450'450'455'
460'
465'465'460'455'450'445
'440'440'445'450'455'460'45
5
'460'465'460'455'455'
455
'
455'455'450'450'455'459'457'455'465'460'454'459'467'449'458'457'456'435'4
35
'
435'
435'
440'
443'440'435'
445'450'
445'
441'
445'
443'459'458'457'GRAVEL460'
465'TANKTANKEPUMPVALVENOZZLESWITCHPARKING STOPSBUILDINGWSSSSSSCBWH
DN
UP
/////////////B3: VEHICLEMAINTENANCEBUILDINGFFE = 455.56'±6,015 SFB1: WAREHOUSEFFE = 457.51±15,900 SFB4: COVEREDSTORAGE±14,335 SFCOVERED STORAGE±3,950 SF90' X 8' RECYCLING±15,000 SFTRANSFORMER ANDMATERIAL STORAGESTORMWATERPONDSTORMWATERPONDB2: ENCLOSEDVEHICLE STORAGEFFE = 457.01' TO 457.51±14,500 SF±3,000 SF CONDUIT/MISC. STORAGE55' X 30'DUMPSTER0.5%W1MDPATSUTILITY XFMRGENSET WSSSSSSSSS///////////////XB2:EXISTINGWAREHOUSEXB1: EXISTINGOFFICEXB5: EXISTING STORAGE BSTORMWATERPOND 2450'449'442'445'STORMWATERPOND 1W / SANDFILTERC302ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-301gp2020.06.10 6:31:55 PM
GRADING &DRAINAGE PLANAREA 2GRADING & DRAINAGE PLAN - AREA 211" = 30'SCALE:HIGH POINT BREAK LINE(TYPICAL)LIMIT OF GRADINGNOTES:KEY MAPNTS
435440445450455460465435440445450455460465-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+50452.00442.00453.85443.91453.37446.78451.26448.28450.23448.61449.96449.62449.84450.00450.38450.99451.34
451.98
452.63
453.30
453.94
453.95
454.67
454.39
455.05
454.77
455.33
455.11
455.54
453.99
455.38
454.33
455.22
454.65
455.06
454.85
454.90
454.42
455.09
454.70
455.28
454.91
455.42
454.79
455.36
454.86
455.60
454.39
STR A6 (DI)
TOP = 453.96
INV OUT = 449.9660 LF @ 1.00%15" HDPESTR A5 (DI)
TOP = 454.73
INV IN = 449.36(A6)
INV OUT = 449.3685 LF @ 1.00%15" HDPESTR A4 (DI)
TOP = 454.40
INV IN = 448.51(A5)
INV OUT = 448.51100 LF @ 1.00%18" HDPESTR A3 (DI)
TOP = 453.92
INV IN = 447.51(A4)
INV OUT = 447.51247 LF @ 1.00%18" HDPESTR A1 (HW)TOP = 444.33INV IN = 442.04(A2)159 LF @ 1.83%24" HDPESTR A2 (DITCH INLET)TOP = 450.49INV IN = 445.05(A3)INV OUT = 444.95
25YR HGLFIELD DRESS GRADINGTO BLEND TIE-IN OFSLOPE AND HEADWALL435440445450455460465435440445450455460465-0+500+000+501+001+502+002+503+003+504+004+505+005+50445.28443.59448.44452.14453.14452.87455.59452.09455.82451.11456.05450.77456.29451.13456.52451.52456.72452.05456.83
453.00
456.53
453.90
456.23
454.28
456.08
454.58
456.33
455.41
456.58
456.01
456.58
456.18
455.97
456.03
455.36
456.00
454.75
455.74
454.14 STR B5 (DI)
TOP = 453.96
INV OUT = 450.46131 LF @ 1.00%18" HDPESTR B4 (JB)
TOP = 456.59
INV IN = 449.15(B5)
INV OUT = 449.1558 LF @ 1.00%18" HDPESTR B3 (DI)
TOP = 456.01
INV IN = 448.57(B4)
INV OUT = 448.57232 LF @ 1.00%24" HDPESTR B2 (JB)TOP = 455.37INV IN = 446.25(B3)INV IN = 447.10()INV OUT = 446.2541 LF @ 1.00%30" HDPESTR B1 (HW)TOP = 448.72INV IN = 445.84(B2)FIELD DRESS GRADINGTO BLEND TIE-IN OFSLOPE AND HEADWALL25YR HGL445450455460465470445450455460465470-0+500+000+501+001+502+002+503+003+50451.57452.47454.84453.10456.80453.66457.02454.31457.23455.39457.45456.48457.67457.43457.87458.19458.28458.98458.63
459.79
458.51
460.31
457.89
STR C3 (DI)
TOP = 457.38
INV OUT = 454.99254 LF @ 1.00%15" HDPESTR C2 (DITCH INLET)TOP = 455.10INV IN = 452.45(C3)INV OUT = 452.4524 LF @ 1.00%15" HDPESTR C1 (HW)TOP = 453.67INV IN = 452.21(C2)FIELD DRESS GRADINGTO BLEND TIE-IN OFSLOPE AND HEADWALL25YR HGL430435440445450455430435440445450455-0+500+000+501+001+50438.65
439.57
445.51
440.05
448.16
STR D2 (OCS1)
TOP = 448.00
INV OUT = 440.0260 LF @ 2.00%30" HDPESTR D1 (HW)
TOP = 441.70
INV IN = 438.82(D2)FIELD DRESS GRADINGTO BLEND TIE-IN OFSLOPE AND HEADWALL430435440445450455430435440445450455-0+500+000+501+001+50435.43
436.91
436.59
444.59
443.78
447.74
STR E2 (HW)
TOP = 447.00
INV OUT = 436.7968 LF @ 2.00%36" HDPESTR E1 (HW)
TOP = 438.76
INV IN = 435.43(E2)FIELD DRESS GRADINGTO BLEND TIE-IN OFSLOPE AND HEADWALL440445450455460440445450455460-0+500+000+501+001+502+00450.83
451.26
451.67
452.01
452.27
452.36
452.94
STR F3A (DI)
TOP = 451.79
INV = 449.12 445450455460465445450455460465-0+500+000+501+001+50455.75
452.01
454.38
455.85
454.65
456.06
456.29
454.19
STR G2 (HW)
TOP = 455.17
INV OUT = 453.4370 LF @ 2.05%18" RCPSTR G1 (HW)
TOP = 453.75
INV IN = 452.00(G2)FIELD DRESS GRADINGTO BLEND TIE-IN OFSLOPE AND HEADWALL25YR HGLARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-303gp2020.06.10 6:14:11 PM
STRUCTURE LEGEND (NCDOT STANDARD DRAWINGS)CB840.01BRICK CATCH BASIN840.02CONCRETE CATCH BASIN840.03FRAME GRATES AND HOODDI840.14CONCRETE DROP INLET840.16DROP INLET FRAME AND GRATESDITCH INLET840.14CONCRETE DROP INLET840.20FRAMES AND WIDE SLOT GRATESJB840.31CONCRETE JUNCTION BOX840.34BRICK JUNCTION BOX W/ MH840.54MANHOLE FRAME AND COVEROCSSEE C505 FOR DETAILSHW838.80PRECAST CONCRETE ENDWALLFES310.02PARALLEL PIPE END SECTIONMISC840.25ANCHORAGE FOR FRAMES840.66DRAINAGE STRUCTURE STEPSNOTES:1.ALL STORM DRAIN PIPE TO BE HDPEWITH GASKETED WATER TIGHT JOINTSUNLESS OTHERWISE NOTED.2.SEE SHEET C603 FOR STORM DRAIN OUTLETPROTECTION.C303DRAINAGEPROFILES
3
6
"

R
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P 2.0'Wx2.5'H WEIRIE: 444.00IE: 446.50ALUMINUM GRATINGREQUIRED, SEE DETAILBELOWTRASH RACKW/#2 BAR6" ORIFICEIE: 439.508'X8'X2.0'CONC FOOTINGRISER CRESTBOTTOM OF POND IE: 442.00I
N
V

4
3
6
.
7
9 TOP OF SANDFILTER &BOTTOM OF SANDFILTER IE: 440.50NOT TO SCALE C304ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-304gp2020.06.10 6:14:29 PM
POND 1 DETAILS6" PERFORATED PIPE / GRAVELUNDER DRAIN SYSTEMEL 442.25EL 440.5EL 439.51.5' SAND FILTER MEDIA(ASTM C-33 SAND OREQUIVALENT)12"FILTER FABRICINFLOW PIPE13 MIN.3 MIN1SEDIMENTATION CHAMBERRIP RAP BERM(CLASS B)6" PERFORATED UNDER DRAIN@ 0.5% SLOPE6'X6' OVERFLOW OUTLETCONTROL STRUCTURERIM. ELEV 446.50ELEV. = 442.25EL 439.52' RIP RAP6"#57 WASHED STONEPROFILE VIEWTYPICAL SECTIONN.T.SN.T.SEL 448.00EL 442.00 (Top Sandfilter)DDV ELEV. = 443.24ELEV 436.79FILTER FABRIC100 YR ELEV. = 446.8836" RCP OUTFLOW PIPEPOND 1 / SANDFILTER3" GRAVEL / STONESURFACE1' GRAVEL LAYERNOTICE TO CONTRACTOR:SCARIFY BOTTOM PRIOR TOINSTALLATION OF UNDER DRAIN SYSTEM(DO NOT COMPACT)EL. 444.00NOTE:1. SAND FILTER IS SIZED FOR DDV AND CHECKED FOR FREEBOARD AND ALSO PROVIDEPEAK FLOW CONTROL FOR 1, 2, 5,10, 25, 50,100 YEAR STROM EVENTS PER NC DEQ DESIGN GUIDELINES.REFER TO HYDROLOGY REPORT FOR PEAK DISCHARGE RATES ATTENUATION.2. PER GEO-TECHNICAL REPORT PREPARED BY TERRACON CONSULTANTS, INC. RALEIGH, NC.THERE IS NOT ANY GROUND WATER ENCOUNTERED AT SAND FILTER LOCATION.3. CONSTRUCTION OF SAND FILTER FACILITY AND STORM STRUCTURESCOMPLY WITH NC DEQ GUIDELINES.4. MAINTENANCE AND INSPECTION REQUIREMENT COMPLY WITHNC DEQ GUIDELINES.5. SAND FILTER SHALL BE INSPECTED ONCE A QUARTER AND WITHIN 24 HOURSAFTER EVERY STORM EVENT GREATER THAN 1.0 INCHES (OR 1.5 INCHES IF IN ACOASTAL COUNTY). RECORD OF OPERATION AND MAINTENANCE WILL BE KEPTIN A KNOWN SET LOCATION AND WILL BE AVAILABLE UPON REQUEST.3" GRAVEL / STONE SURFACESANFILTER MEDIA (ASTM C-33 SANDOR EQUIVALENT)1.5' MEDIAWASHED#57 STONECLEAN-OUT(PVC PIPEW / GLUED CLEAN-OUT FITTINGSAND SCREW TYPE CAP)3" GRAVEL / STONESURFACEEL 444.002.5'x2' rec weirNOT TO SCALE16"3'N.T.S.N.T.S.
NOT TO SCALE 30" RCP 2.0'Wx1.6'H WEIRIE: 446.00IE: 447.60ALUMINUM GRATINGREQUIRED, SEE DETAILBELOWTRASH RACKW/#2 BARSKIMMER PIPE ATTACH SKIMMER TOORIFICE DURINGCONSTRUCTIONFAIRCLOTH 3" SKIMMERW / 2" ORIFICE3" ORIFICEIE: 442.007'X7'X1.0'CONC FOOTINGRISER CRESTBOTTOM OF POND IE: 442.00INV 440.02
C305ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-304gp2020.06.10 6:14:40 PM
POND 2 DETAILSNOT TO SCALE12"3'INFLOW INTO PONDN.T.S.INV. ELEV. = 440.02N.T.S.N.T.S.N.T.S.30" RCP DISCHARGE PIPEPOND 2
FFFFFFFFFFFSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANFFFFFFFFFFFFFFFFFF///////////////////////////////////////////////////////////////////////////////////////////////////////////B3: VEHICLEMAINTENANCEBUILDINGFFE = 455.56'±6,015 SFB1: WAREHOUSEFFE = 457.51±15,900 SFB4: COVEREDSTORAGE±14,335 SFCOVERED STORAGE±3,950 SF90' X 8' RECYCLING±15,000 SFTRANSFORMER AND MATERIALSTORAGESTORMWATERPONDSTORMWATERPONDB2: ENCLOSED VEHICLESTORAGEFFE = 457.01' TO 457.51±14,500 SF±3,000 SF CONDUIT/MISC. STORAGE55' X 30'DUMPSTER0.5%W1MDPATSUTILITY XFMRGENSET WC3B4B3C2B2A5A4A6B5A3C1A2D2E2A1D1B1E115"15"18"18"15"18"18"24"30"18'' ST18"30"36"/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////15'' STG1G218"F3AXB2:EXISTINGWAREHOUSEXB1: EXISTINGOFFICEXB5: EXISTING STORAGE BSETBACK LINESETBACK LINESETBACK LINESETBACK LINEWMEIPEIPELBELBTRTRTRTREIPCHHELBWMWMWMETRWWWELBTRINV=447.99'FESINV=448.31'15"RCPTOP=450.80'INV=448.32'30.48'1550.26'EIPEIPINV=449.48'TOP=452.10'15"RCPINV=449.32'FES15"RCP15"RCPTOP=452.88'INV=450.23'INV=450.22'TOP=454.28'INV=451.62'INV=451.68'15"RCPTOP=454.95'INV=453.12'INV=452.52'6"HDPEOEUINV=455.73FESINV=454.88FES18"RCPTOP=460.41'INV=454.13'INV=456.78'INV=454.33'OEU8"MTL8"MTL8"MTL TOP=455.22'INV=451.67'INV=452.50'15"RCP15"RCP15"RCP 18"RCPTOP=453.24'INV=450.87'INV=451.05'TOP=456.40'INV=452.89'INV=453.14'INV=454.96'4"PVCOEUTOP=456.53'INV=455.20'INV=454.02'4"PVCINV=445.52'FESINV=452.12'6"HDPETOP=454.87'INV=451.26'INV=451.23'INV=451.69'6"HDPE12"HDPE12"HDPETOP=454.94'INACCESSIBLEFILLED WITH DEBRISTOP=454.09'INV=451.51'TOP=455.73'INACCESSIBLETOP=455.83'INV=452.19'INV=446.02'12"HDPEOEUINV=456.0410"PVCOEUWOODSWOODSWOODSWOODSWOODSTREESGRAVELASPHALTSIGNUNKEOICONC CONC
BRICK RETWBUILDINGBUILDINGCANOPYCONCSTEPSW/ HANDRAILFFE=461.01'FFE=461.01'STEPSW/ HANDRAILSTEPSW/ HANDRAILRETWRETW ASPHALTASPHALT72"CHL 3SBW
72"CHL 3SBWGATERIPRAPRIPRAP BUILDINGBUILDINGRADIOTOWERGENERATORGATEG
A
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E GATE72"CHL 3SBWGRAVELGUY FOR RADIO TOWERRIPRAP72"CHL 3SBWGRAVELGUY FOR RADIO TOWERWOOD FENCE RUINS72"CHL 3SBWGRAVELGUY FOR RADIO TOWERCALLBOX96"CHL 3SBWCONCPARK AVESSFMTRINV=443.29'TOP=446.59'INV=436.28'TOP=441.63'INV=441.67'TOP=444.41'INV=442.50'TOP=445.25'INV=444.01'TOP=448.59'SANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSSANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSFFE=455.56'WOODSWOODSSHRUBSCHARGINGSTATIONMAILBOXINV=456.67FESINV=456.34FESRIPRAPCONCFFE=461.18'4"PVCINV=458.2515"CMPINV=457.99INV=457.88TOP=458.59INV=456.99TOP=458.42INV=455.73INV=456.856"HDPE8"HDPEOEU10"MTLOEUCONCRIPRAPCONCGRAVELTANKTANKEPUMPVALVENOZZLESWITCHPARKING STOPSBUILDINGMATCHLINE SHEET C401
MATCHLINE SHEET C4021312 122811476321059OVERALL UTILITYPLANC400ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-400up2020.06.10 6:15:20 PM
OVERALL UTILITY PLAN 11" = 50'SCALE:NOTES:1.CONTRACTOR TO COORDINATE WITH OWNERFOR EXISTING POWER LINE AND FIBER OPTICLINE CONFLICTS DURING CONSTRUCTION.KEY NOTES:1.TIE TO SANITARY SEWER MAIN2.6" SCH 40 PVC SANITARY SEWER LINE3.SANITARY SEWER CONNECTION TO VEHICLEMAINTENANCE BUILDING4.6" PVC FIRE CONNECTION TO WAREHOUSE5.4" PVC FIRE CONNECTION TO WAREHOUSE6.2" PVC DOMESTIC WATER CONNECTION TOBUILDING7.2.5" PVC DOMESTIC WATER CONNECTION TOBUILDING8.6" PVC FIRE LINE9.4" PVC FIRE LINE10.2" PVC DOMESTIC LINE11.2.5" PVC DOMESTIC LINE12.TIE TO WATER MAIN (DOMESTIC)13.TIE TO WATER MAIN (FIRE)
FFFFWWWWF
SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSSSSXXXCBWWWWWWWWWWWWWWWWWWWWWWWWWWWFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFWHDNUP////////////////////////////////////////XXXXXXXXXXXXXXXXXXXXB1: WAREHOUSEFFE = 457.51±15,900 SFSTORMWATERPONDB2: ENCLOSEDVEHICLE STORAGEFFE = 457.01' TO 457.51±14,500 SF0.5%W1MDPATSUTILITY XFMRGENSET WB4B3C2B2C1D2D1B115"18"18"24"30"18'' ST18"30"SSSSSSS/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////G2XB2:EXISTINGWAREHOUSEXB1: EXISTINGOFFICEMATCHLINE SEE SHEET C402
25.00SETBACK LINE123EIPEIPELBELBTRTR697TRTR50315032ELBWMWMWM5585WWWELBTR668830.48'1550.26'TOP=454.95'INV=453.12'INV=452.52'6"HDPEOEUINV=455.73FESINV=454.88FES18"RCPTOP=460.41'INV=454.13'INV=456.78'INV=454.33'OEU8"MTL8"MTL8"MTL
TOP=455.22'INV=451.67'INV=452.50'15"RCP15"RCP15"RCP 18"RCPTOP=453.24'INV=450.87'INV=451.05'TOP=456.40'INV=452.89'INV=453.14'INV=454.96'4"PVCOEUTOP=456.53'INV=455.20'INV=454.02'4"PVCINV=445.52'FESFILLED WITH DEBRISTOP=455.73'INACCESSIBLETOP=455.83'INV=452.19'INV=446.02'12"HDPEOEUINV=456.0410"PVCOEUWOODSWOODSTREESGRAVELASPHALTSIGNUNKCONCCONC
BRICK RETWBUILDINGBUILDINGCANOPYCONCSTEPSW/ HANDRAILFFE=461.01'FFE=461.01'STEPSW/ HANDRAILSTEPSW/ HANDRAILRETWRETW ASPHALTASPHALT72"CHL 3SBW
CALLBOX96"CHL 3SBWCONCPARK AVESSFMINV=443.29'TOP=446.59'INV=441.67'TOP=444.41'INV=442.50'TOP=445.25'INV=444.01'TOP=448.59'SANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSSANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSWOODSWOODSSHRUBSCHARGINGSTATIONMAILBOXINV=456.67FESINV=456.34FESRIPRAP8472CONCFFE=461.18'4"PVCINV=458.2515"CMPINV=457.99INV=457.88TOP=458.59INV=456.99TOP=458.42INV=455.73INV=456.856"HDPE8"HDPEOEU10"MTLOEUCONCRIPRAPCONCGRAVELTANKTANKEPUMPVALVENOZZLESWITCHPARKING STOPSBUILDINGSANITARY SEWER CLEANOUTWITH REQUIRED FITTINGS TOMAINTAIN CONNECTIVITY INPLACE OF DEMOLISHEDSEPTIC TANK.123258912131415191817163101114FWWSSSSSSCBWWFFWHDNUP
/////////////X XXXB3: VEHICLEMAINTENANCEBUILDINGFFE = 455.56'±6,015 SFB1: WAREHOUSEFFE = 457.51±15,900 SFB4: COVEREDSTORAGE±14,335 SFCOVERED STORAGE±3,950 SF90' X 8' RECYCLING±15,000 SFTRANSFORMER ANDMATERIAL STORAGESTORMWATERPONDSTORMWATERPONDB2: ENCLOSEDVEHICLE STORAGEFFE = 457.01' TO 457.51±14,500 SF±3,000 SF CONDUIT/MISC. STORAGE55' X 30'DUMPSTER0.5%W1MDPATSUTILITY XFMRGENSET WC3B4B3C2B2A5A4A6B5A3C1A2D2E2A1D1B1E115"15"18"18"15"18"18"24"30"18"30"36"SSSSSSSSS///////////////G1G218"F3AXB2:EXISTINGWAREHOUSEXB1: EXISTINGOFFICEXB5: EXISTING STORAGE BMATCHLINE SEE SHEET C402 SETBACK LINESETBACK LINESETBACK LINE1234WMEIPEIPELBELBTRTR 697TR
TREIP50315032CHHELBWMWMWM5585ETR WWWELBTR6688
INV=447.99'FESINV=448.31'15"RCPTOP=450.80'INV=448.32'30.48'1550.26'851EIP905EIP10261109INV=449.48'TOP=452.10'15"RCPINV=449.32'FES15"RCP15"RCPTOP=452.88'INV=450.23'INV=450.22'TOP=454.28'INV=451.62'INV=451.68'15"RCPTOP=454.95'INV=453.12'INV=452.52'6"HDPEOEUINV=455.73FESINV=454.88FES18"RCPTOP=460.41'INV=454.13'INV=456.78'INV=454.33'OEU8"MTL8"MTL8"MTL
TOP=455.22'INV=451.67'INV=452.50'15"RCP15"RCP15"RCP 18"RCPTOP=453.24'INV=450.87'INV=451.05'TOP=456.40'INV=452.89'INV=453.14'INV=454.96'4"PVCOEUTOP=456.53'INV=455.20'INV=454.02'4"PVCINV=445.52'FESINV=452.12'6"HDPETOP=454.87'INV=451.26'INV=451.23'INV=451.69'6"HDPE12"HDPE12"HDPETOP=454.94'INACCESSIBLEFILLED WITH DEBRISTOP=454.09'INV=451.51'TOP=455.73'INACCESSIBLETOP=455.83'INV=452.19'INV=446.02'12"HDPEOEUINV=456.0410"PVCOEUWOODSWOODSWOODSWOODSWOODSTREESGRAVELASPHALTSIGNUN
K
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ICONC CONC
BRICK RETWBUILDINGBUILDINGCANOPYCONCSTEPSW/ HANDRAILFFE=461.01'FFE=461.01'STEPSW/ HANDRAILSTEPSW/ HANDRAILRETWRETW ASPHALTASPHALT72"CHL 3SBW
72"CHL 3SBWGATERIPRAPRIPRAP BUILDINGBUILDINGRADIOTOWERGENERATORGATEGA
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E GATE72"CHL 3SBWGRAVELGUY FOR RADIO TOWERRIPRAP72"CHL 3SBWGRAVELGUY FOR RADIO TOWERWOOD FENCE RUINS72"CHL 3SBWGRAVELGUY FOR RADIO TOWERCALLBOX96"CHL 3SBWCONCPARK AVESSFM74177418TR 75977600INV=443.29'TOP=446.59'INV=436.28'TOP=441.63'INV=441.67'TOP=444.41'INV=442.50'TOP=445.25'INV=444.01'TOP=448.59'SANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSSANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSFFE=455.56'WOODSWOODSSHRUBSCHARGINGSTATIONMAILBOXINV=456.67FESINV=456.34FESRIPRAP8472CONCFFE=461.18'4"PVCINV=458.2515"CMPINV=457.99INV=457.88TOP=458.59INV=456.99TOP=458.42INV=455.73INV=456.856"HDPE8"HDPEOEU10"MTLOEUCONCRIPRAPCONCGRAVELTANKTANKEPUMPVALVENOZZLESWITCHPARKING STOPSBUILDINGSANITARY SEWER CLEANOUTWITH REQUIRED FITTINGS TOMAINTAIN CONNECTIVITY INPLACE OF DEMOLISHEDSEPTIC TANK.ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-401up2020.06.10 6:19:12 PM
UTILITY PLANAREA 1C401UTILITY PLAN - AREA 111" = 30'SCALE:KEY NOTES:1.TIE NEW 6" SANITARY SEWER LINE TO EXISTINGSANITARY MAIN.2.6" SCH 40 PVC SANITARY SEWER LINE3.SANITARY SEWER CLEANOUT, TYP.4.SANITARY SEWER CONNECTION TO VEHICLEMAINTENANCE BUILDING5.6" PVC FIRE CONNECTION TO WAREHOUSE6.4" PVC FIRE CONNECTION TO WAREHOUSE7.2" PVC DOMESTIC WATER CONNECTION TOBUILDING8.2.5" PVC DOMESTIC WATER CONNECTION TOBUILDING9.6" PVC FIRE LINE10.4" PVC FIRE LINE11.2" PVC DOMESTIC LINE12.2.5" PVC DOMESTIC LINE13.FIRE DEPARTMENT CONNECTION14.FIRE HYDRANT ASSEMBLY15.6" TS&V WITH BLOCK16.6" RPDA IN HOT BOX (FIRE)17.RPZ IN HOT BOX (DOMESTIC)18.WATER METER (DOMESTIC)19.2.5" TS&VNOTES:1.CONTRACTOR TO COORDINATE WITH OWNERFOR EXISTING POWER LINE AND FIBER OPTICLINE CONFLICTS DURING CONSTRUCTION.KEY MAPNTSINV: 440.95INV: 441.94INV: 442.74INV: 443.54INV: 444.34INV: 445.10INV: 445.90INV:446.70INV: 447.50INV:448.30INV:449.30
FFFFFFFFFFFFFFFSANSANSANSANSANSANSAN////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////B3: VEHICLEMAINTENANCEBUILDINGFFE = 455.56'±6,015 SFB4: COVEREDSTORAGE±14,335 SFCOVERED STORAGE±3,950 SF90' X 8' RECYCLING±15,000 SFTRANSFORMER AND MATERIALSTORAGESTORMWATERPOND±3,000 SF CONDUIT/MISC. STORAGE55' X 30'DUMPSTERC3A5A4A6B5A3A2E2A1E115"15"18"18"36"15'' ST15'' STG118"F3AXB5: EXISTING STORAGE BMATCHLINE SEE SHEET C401 25.00SETBACK LINE25.00SETBACK LINE25.00SETBACK LINETREIPCHHETRBORE 10INV=447.99'FESINV=448.31'15"RCPTOP=450.80'INV=448.32'EIPBORE 8BORE 9EIPBORE 7BORE 11BORE 6INV=449.48'TOP=452.10'15"RCPINV=449.32'FES15"RCP15"RCPTOP=452.88'INV=450.23'INV=450.22'TOP=454.28'INV=451.62'INV=451.68'15"RCPINV=452.12'6"HDPETOP=454.87'INV=451.26'INV=451.23'INV=451.69'6"HDPE12"HDPE12"HDPETOP=454.94'INACCESSIBLEFILLED WITH DEBRISTOP=454.09'INV=451.51'WOODSWOODSWOODSEOI
72"CHL 3SBWGATERIPRAPRIPRAP BUILDINGBUILDINGRADIOTOWERGENERATORGATEG
A
T
E GATE72"CHL 3SBWGRAVELGUY FOR RADIO TOWERRIPRAP72"CHL 3SBWGRAVELGUY FOR RADIO TOWERWOOD FENCE RUINS72"CHL 3SBWGRAVELGUY FOR RADIO TOWERTRFFE=455.56'SETBACK LINE324711610FFF/////////////B3: VEHICLEMAINTENANCEBUILDINGFFE = 455.56'±6,015 SFB1: WAREHOUSEFFE = 457.51±15,900 SFB4: COVEREDSTORAGE±14,335 SFCOVERED STORAGE±3,950 SF90' X 8' RECYCLING±15,000 SFTRANSFORMER AND MATERIALSTORAGESTORMWATERPONDSTORMWATERPONDB2: ENCLOSED VEHICLESTORAGEFFE = 457.01' TO 457.51±14,500 SF±3,000 SF CONDUIT/MISC. STORAGE55' X 30'DUMPSTER0.5%W1MDPATSUTILITY XFMRGENSET W///////////////XB2:EXISTINGWAREHOUSEXB1: EXISTINGOFFICEXB5: EXISTING STORAGE BMATCHLINE SEE SHEET C401
SETBACK LINESETBACK LINESETBACK LINESETBACK LINEWMEIPEIPBORE 4ELBELBTRTR
BORE 5TR
TREIPCHHELBWMWMWMETR WWWELBTR
BORE 3BORE 2BORE 1BORE 10INV=447.99'FESINV=448.31'15"RCPTOP=450.80'INV=448.32'EIPBORE 8BORE 9EIPBORE 7BORE 11BORE 6BORE 12INV=449.48'TOP=452.10'15"RCPINV=449.32'FES15"RCP15"RCPTOP=452.88'INV=450.23'INV=450.22'TOP=454.28'INV=451.62'INV=451.68'15"RCPTOP=454.95'INV=453.12'INV=452.52'6"HDPEOEUINV=455.73FESINV=454.88FES18"RCPTOP=460.41'INV=454.13'INV=456.78'INV=454.33'OEU8"MTL8"MTL8"MTL
TOP=455.22'INV=451.67'INV=452.50'15"RCP15"RCP15"RCP 18"RCPTOP=453.24'INV=450.87'INV=451.05'TOP=456.40'INV=452.89'INV=453.14'INV=454.96'4"PVCOEUTOP=456.53'INV=455.20'INV=454.02'4"PVCINV=445.52'FESINV=452.12'6"HDPETOP=454.87'INV=451.26'INV=451.23'INV=451.69'6"HDPE12"HDPE12"HDPETOP=454.94'INACCESSIBLEFILLED WITH DEBRISTOP=454.09'INV=451.51'TOP=455.73'INACCESSIBLETOP=455.83'INV=452.19'INV=446.02'12"HDPEOEUINV=456.0410"PVCOEUWOODSWOODSWOODSWOODSWOODSTREESGRAVELASPHALTSIGNUN
K
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ICONC CONC
BRICK RETWBUILDINGBUILDINGCANOPYCONCSTEPSW/ HANDRAILFFE=461.01'FFE=461.01'STEPSW/ HANDRAILSTEPSW/ HANDRAILRETWRETW ASPHALTASPHALT72"CHL 3SBW
72"CHL 3SBWGATERIPRAPRIPRAP BUILDINGBUILDINGRADIOTOWERGENERATORGATEGA
T
E GATE72"CHL 3SBWGRAVELGUY FOR RADIO TOWERRIPRAP72"CHL 3SBWGRAVELGUY FOR RADIO TOWERWOOD FENCE RUINS72"CHL 3SBWGRAVELGUY FOR RADIO TOWERCALLBOX96"CHL 3SBWCONCPARK AVESSFMTR INV=443.29'TOP=446.59'INV=436.28'TOP=441.63'INV=441.67'TOP=444.41'INV=442.50'TOP=445.25'INV=444.01'TOP=448.59'SANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSSANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSFFE=455.56'WOODSWOODSSHRUBSCHARGINGSTATIONMAILBOXINV=456.67FESINV=456.34FESRIPRAPCONCFFE=461.18'4"PVCINV=458.2515"CMPINV=457.99INV=457.88TOP=458.59INV=456.99TOP=458.42INV=455.73INV=456.856"HDPE8"HDPEOEU10"MTLOEUCONCRIPRAPCONCGRAVELTANKTANKEPUMPVALVENOZZLESWITCHPARKING STOPSBUILDINGSETBACK LINEUTILITY PLANAREA 2C402ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-402up2020.06.10 6:19:50 PM UTILITY PLAN - AREA 211" = 30'SCALE:KEY MAPNTSINV: 450.10INV: 450.90INV: 451.31INV: 451.71KEY NOTES:1.TIE NEW 6" SANITARY SEWER LINE TO EXISTINGSANITARY MAIN.2.6" SCH 40 PVC SANITARY SEWER LINE3.SANITARY SEWER CLEANOUT, TYP.4.SANITARY SEWER CONNECTION TO VEHICLEMAINTENANCE BUILDING5.6" PVC FIRE CONNECTION TO WAREHOUSE6.4" PVC FIRE CONNECTION TO WAREHOUSE7.2" PVC DOMESTIC WATER CONNECTION TOBUILDING8.2.5" PVC DOMESTIC WATER CONNECTION TOBUILDING9.6" PVC FIRE LINE10.4" PVC FIRE LINE11.2" PVC DOMESTIC LINE12.2.5" PVC DOMESTIC LINE13.FIRE DEPARTMENT CONNECTION14.FIRE HYDRANT ASSEMBLY15.6" TS&V WITH BLOCK16.6" RPDA IN HOT BOX (FIRE)17.RPZ IN HOT BOX (DOMESTIC)18.WATER METER (DOMESTIC)19.2.5" TS&VNOTES:1.CONTRACTOR TO COORDINATE WITH OWNERFOR EXISTING POWER LINE AND FIBER OPTICLINE CONFLICTS DURING CONSTRUCTION.
3|4"NOTE: SEE GRADING PLANFOR LOCATION OF DROPFROM FINISHWED FLOORCONSTRUCTIONDETAILSC500ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-500cn2020.06.10 6:20:31 PM SEAL JOINT WITH HOT APPLIEDRUBBERIZED CRACK SEALANTSAWCUT EXISTING PAVEMENTFOR A CLEAN, STRAIGHT EDGETRANSITIONTACK COAT ALLVERTICAL SURFACESEXISTING ASPHALTNEW ASPHALTSEAL JOINT WITH LIQUIDASPHALT1/4''SEAL JOINT WITH LIQUIDASPHALTPAVEMENT FLUSH(NCDOT CABC)8" AGGREGATE BASE(NCDOT CABC)6" AGGREGATE BASE2.5" I-19.0C ASPHALT SURFACE1.5" S-9.5B ASPHALT SURFACE3" S-9.5B ASPHALT SURFACECOURSE (NCDOT S-9.5B)COURSE (NCDOT I-19.0C)COURSE (NCDOT S-9.5B)NOTE: REFER TO TERRACON GEOTECHNICALREPORT DATED FEBRUARY 12, 2020.NOTE: REFER TO TERRACON GEOTECHNICALREPORT DATED FEBRUARY 12, 2020.2. AN EXPANSION JOINT SHALL BE PLACED TO SEPARATE THE NEW CONCRETE WALK FROM OTHER NEW OR EXISTING CONCRETE CONSTRUCTION UNLESS NOTED OTHERWISE.1. SIDEWALK TOOLED JOINT (1 1/4" DEEP) SPACING SHALL BE COMPACTEDNOTES:3000 P.S.I. CONCRETESUB-GRADE2% CROSS SLOPE (TYP.)4"JOINT FILLERSIDEWALK SURFACETRANSVERSE EXPANSION JOINT4"1/2"1/4"3. GRADE TO DRAIN AWAY FROM BUILDING.2 CONCRETE SIDEWALK SECTION 5'-0" MAXIMUM, WITH AN EXPANSION JOINT BEING EVERY 20'.„" RADIUS5' UNLESS SHOWN OTHERWISE ON PLANSNOT TO SCALE5 CONCRETE PAVEMENT SECTIONNOT TO SCALECONCRETE PAVEMENT SLABTYPICAL THICKENED EDGECONCRETE PAVEMENT DIMENSIONSNOTES:A 28-DAY COMPRESSIVE STRENGTH OF 4500 PSI (ASTM C39).GAB THICKNESS, d = CONC SLAB THICKNESS, d = ALL CONCRETE SHALL BE OF NCDOT TYPE AA PORTLAND CEMENT CONCRETE WITHABUTS ANY RIGID OBJECT.ISOLATION JOINTS SHALL BE PLACED WHERE CONCRETE PAVEMENTCONTRACTION JOINTS SHALL BE SPACED AT 12 FT O.C.E.W. MAX.C3. 1. 2. BCOMPACTED SUBGRADENTSNTSTYPICAL CONTRACTION JOINTNTS14" LG. SMOOTH SLIP DOWEL BARS AT 12" O.C., IN ACCORDANCE WITH ACI-330R-08TYPICAL CONSTRUCTION JOINTNTSTYPICAL ISOLATION JOINTBASE (GAB)GRADED AGGREGATEJOINT FILLERJOINT SEALER1/8" RADII ANDGROOVE JOINT W/ 1/8"RADII & JOINT SEALERRADII & JOINT SEALERGROOVE JOINT W/ 1/8"8"4"HEAVYDUTY(SEE TABLE 3.6 FOR DOWEL SIZING)TYPICAL THICKENEDEDGE RIGID OBJECTAPPROVED BY SITE DESIGN ENGINEER PRIOR TO POURING SLAB.JOINTING PLAN IN ACCORDANCE WITH ACI-330R-08 SHALL BE4.SLAB THICKNESSIN. (MM)DOWEL DIAMETERIN. (MM)7 (180)8 (200)9 (230)1 (25)1-1/4 (32)1-1/4 (32)ROUND DOWELSTABLE 3.6-SIZES OF SMOOTH,NO DOWELING REQUIRED AT INTERFACE BETWEEN 8" AND 6" PAVEMENT.THICKENED EDGE SHALL ALSO OCCUR AT INTERFACE BETWEEN 8" AND 6" PAVEMENT.5.100% MAX. DRY DENSITY8" #57 STONE100% MAX. DRY DENSITY12" #57 STONETENSAR TX160 GEOGRIDNOTE: REFER TO TERRACON GEOTECHNICALREPORT DATED FEBRUARY 12, 2020.NOTE: REFER TO TERRACON GEOTECHNICALREPORT DATED FEBRUARY 12, 2020.
PRECAST3"2 1/2"8"10'10"10'AACONTINUE SLOPE & JOINTS TO GRATETOP VIEW5'DROP INLET PLAN VIEW (GRAVEL AREA)DROP INLET SECTION VIEW (GRAVEL AREA)FRAME IN PAVEMENT DETAILBB5'3"1
4"BLDG SLABDOORLOCATIONS4" MIN.BLDG SLABWALLLOCATIONSCONSTRUCTIONDETAILSC501ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-500cn2020.06.10 6:20:46 PM
LOCKABLE ANGLEBALL VALVECONCRETE BLOCKS(SEE INSET)COPPERSETTER FOR 11/2"METER,BRACE PIPE REQUIREDUNDISTURBEDSOIL11" WASHED STONENOTES:1.WATER METER OR VALVE SHALL NOT BE LOCATED INAREAS SUBJECT TO VEHICULAR TRAFFIC.2.FOR NON-RESIDENTIAL APPLICATIONS THAT REQUIRE ANABOVE-GROUND BACKFLOW PREVENTER, AN APPROVEDMETER SETTER WITHOUT THE DUAL CHECK ASSEMBLYSHALL BE USED.GALVANIZED BRACE PIPE(REQUIRED)EXISTING GRADETOP OF METER SHALL BE LOCATED WITHIN8" TO 9" OF SURFACE AND CLEAR OF LIDTOP ENTRY VERTICALLY ALIGNEDCARTRIDGE DUAL CHECK VALVE12"15"
30" MIN METER ADAPTER SHALL BE PROVIDEDBY UTILTYFLOWMETER BOX - 24"X36"X30"DEEPBYPASSTO PROVIDE SUPPORT FORTIGHTENING OF FITTINGS A 20"x 3/4" ROUND STEEL ANCHORROD SHALL BE PLACEDTHROUGH SUPPORT BARHOLE. ROD SHALL BETIGHTENED TO "SUPPORT BARHOLE" W/STEEL NUTS ANDWASHER. ROD SHALL BEPAINTED W/2 COATSBITUMINOUS PAINT OR SHALLBE STAINLESS STEEL.℄ COPPERSETTERSECTION A-AAA11 1/2" WATER METER DETAILNOT TO SCALENO SCALE42" RPZ BACKFLOW PREVENTER (BFP) DETAIL16" FIRE REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLYNOT TO SCALE6" CLEAN-OUT RISERCONNECT TO BUILDINGSTUB-OUT OR PLUG ENDWITH WATERTIGHT PLUG(LATERAL SIZE) X 6" WYEBRANCH FITTINGCLASS "B" CONCRETECOLLAR (18" SQUARE)CLEANOUT CAPCOMPACTED SOILELEVATION6"TRACER WIRECONCRETE OR ASPHALTPAVEMENTPAVED CONDITIONUNPAVED CONDITIONNOTES:1.CLEANOUT RISER PIPE TO BE 4" DIAMETER AND SAME MATERIALAS LATERAL PIPING.2.TRACER WIRE SHALL BE EXTENDED UP INTO THE VALVE BOX ANDATTACH TO A BOLT INSIDE OF THE VALVE BOX FOR SANITARYCLEANOUTS.THREADEDCLEANOUT CAP9" FRAME AND COVER WITH MARKINGAS SHOWN HEREON, H20 RATED45° BEND, LONG-RADIUS SWEEP(MAY VARY TO ACCOMODATESTEEP PIPE SLOPES)TRACER WIRE6" CLEAN-OUT RISERSEWER LATERALCLEANOUT4NOT TO SCALE6" CLEANOUTRISER PIPESOLVENT WELD XF.I.P.T. COUPLING.
CONSTRUCTIONDETAILSC502ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-500cn2020.06.10 6:21:09 PM
PLAN VIEWTRACK8AST2200GAPPROTECTORS(STANDARD)H SECTIONW4 TRUCK(TYP.)FABRICC = OVERALL GATE LENGTHD = COUNTERBALANCELENGTH87998 (BELOW 7)8 (BELOW 7)7GRADEELEVATION7B = POST SPACING C/CA = CLEAR OPENING78BARBED WIREAND ARMS7M F COMPLIANTENLARGED H SECTIONHPLAN VIEWTRACK4'-0" MINIMUM
5"8AST2200GAPPROTECTORS(STANDARD)H SECTIONW4 TRUCK(TYP.)FABRICC = OVERALL GATE LENGTHD = COUNTERBALANCELENGTH87998 (BELOW 7)8 (BELOW 7)7GRADEELEVATION7B = POST SPACING C/CA = CLEAR OPENING78BARBED WIREAND ARMS7SLIDE GATE DETAILM F COMPLIANTENLARGED H SECTIONHE = GATE HEIGHT
F = POST HEIGHT
21 2"G = FABRIC HEIGHTDESCRIPTIONCRITICAL DIMENSION CHARTCLEAR OPENINGPOST HEIGHT (W BARB ARMS)FABRIC HEIGHTCOUNTERBALANCE LENGTHOVERALL GATE LENGTHNOMINAL GATE HEIGHTFE - 1'-0"DIM.30'45'7'15'14'-1"FORMULA(A/2)-11"A x 1.5EA x 0.5ANOTES:COUNTERBALANCE POST SPACING C/CGMARKCEDAB9'-6"E + 1'-6"7'1.ALL FITTINGS STANDARDLY PROVIDED FOR 4" O.D. POSTS.OTHER SIZES AVAILABLE UPON REQUEST FROM TYMETALCORP., 2549 STATE ROUTE 40, GREENWICH, N.Y. 12834,(WWW.TYMETAL.COM) OR APPROVED EQUAL.DESCRIPTIONCRITICAL DIMENSION CHARTCLEAR OPENINGPOST HEIGHT (W BARB ARMS)FABRIC HEIGHTCOUNTERBALANCE LENGTHOVERALL GATE LENGTHNOMINAL GATE HEIGHTFE - 1'-0"DIM.30'45'7'15'14'-1"FORMULA(A/2)-11"A x 1.5EA x 0.5ANOTES:COUNTERBALANCE POST SPACING C/CGMARKCEDAB9'-6"E + 1'-6"7'1.ALL FITTINGS STANDARDLY PROVIDED FOR 4" O.D. POSTS.OTHER SIZES AVAILABLE UPON REQUEST FROM TYMETALCORP., 2549 STATE ROUTE 40, GREENWICH, N.Y. 12834,(WWW.TYMETAL.COM) OR APPROVED EQUAL.8
WMEIPEIPELBELBTRTRTRTREIPCHHELBWMWMWMETRWWWELBTREIPEIPTOP=455.73'INACCESSIBLETOP=455.83'INV=452.19'COLUMNCOLUMNCOLUMNBUILDINGCANOPYCANOPYTEMP BLDGCONCCONCWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSTREES20"MAPLE15"CEDAR21"MAPLEGRAVELGRAVELASPHALTASPHALTCONCRIPRAPRIPRAPUNKEOICONC CONC
BUILDINGBUILDINGBRICK RETWCANOPYCONCCONCCONCASPHALTASPHALTSTEPSW/ HANDRAILSTEPSW/ HANDRAILFFE=461.01'FFE=461.01'STEPSW/ HANDRAILSTEPSW/ HANDRAILASPHALTGATECONC ASPHALTASPHALT72"CHL 3SBWGATEASPHALTCONCCONCGRAVELGRAVELGRAVELTEMP BLDGTEMP BLDG72"CHL 3SBW72"CHL 3SBW72"CHL 3SBWBUILDINGBUILDINGCONCGATEGRAVELCALLBOXSPEEDBUMPGATE SENSORGATE CONTROL BOX96"CHL 3SBWCONC
CONCCONCGRAVELSANDSTONEH-FRAMESTRUCTUREPARK AVEBROKEN CONCRETEDEBRISSSFMTRINV=443.29'TOP=446.59'INV=436.28'TOP=441.63'INV=441.67'TOP=444.41'INV=442.50'TOP=445.25'INV=444.01'TOP=448.59'SANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSSANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSFFE=457.56'FFE=456.08'FFE=455.56'WOODSWOODSSHRUBSFLAGPOLECONCFFE=461.18'CONCCONC465'
460'
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450'450'450'455'
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465'465'460'455'450'445'440'440'445'450'455'460'455'460'465'460'455'455'455'
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'450'445'
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443'459'458'457'GRAVEL460'465'EBUILDING25.00SETBACK LINE25.00SETBACK LINE25.00SETBACK LINE25.00SETBACK LINETSSB-2DuALL DISTURBED AREASTSSB-1TSSB-3446448450452452448450450
452
446448448446 444442444442442
444446448442444446448442444446448450452454456458442444446448448446444442440438436WSSSSSSCBW1MDPATSUTILITY XFMRGENSET WSSSSSSSSSEROSIONCONTROL PLANPH IC601ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-600ec2020.06.10 6:22:43 PM
EROSION CONTROL PLAN PH I11" = 50'SCALE:DuPHASE 1 - SEQUENCE OF CONSTRUCTION:1.RECEIVE NCDEQ PERMIT.2.SUBMIT eNOI AND RECEIVE CERTIFICATE OFCOVERAGE ACCORDING TO NPDES NCG010000 PERMIT.3.PRE-CONSTRUCTION MEETING (ON-SITE IF MORETHAN 10 AC DISTURBED OR NON-LINEAR).4.NOTIFY NCDEQ EROSION CONTROL OFFICER 48HOURS PRIOR TO BEGINNING LAND-DISTURBINGACTIVITIES.5.INSTALLATION OF CONSTRUCTION ENTRANCE.6.INSTALLATION OF PERIMETER CONTROLS (E.G., SILTFENCE, TREE PROTECTION)7.CLEAR PROJECT TO CLEARING LIMITS AS SHOWN,LEAVING PROTECTED TREES.8.CONSTRUCT TEMPORARY SKIMMER SEDIMENTBASINS9.INSTALL DIVERSION DITCHES WHERE NECESSARY.10. CONSTRUCT POND OUTLET CONTROL STRUCTURES,OUTLET PIPES AND STORM DRAIN OUTLET PROTECTION ATPIPE ENDS AS WELL AS TEMPORARY CMP PIPES, INSTALLSKIMMERS.11.PERMANENTLY GRASS POND SLOPES.12.CONTINUE TO PHASE 2.TSSBTCWSEDIMENT FENCE OUTLET, TYP.SEE DETAIL 4 SHEET C603.SEDIMENT FENCE OUTLET, TYP.SEE DETAIL 4 SHEET C603.SEDIMENT FENCE OUTLET, TYP.SEE DETAIL 4 SHEET C603.SEDIMENT FENCE, TYP.SEE DETAIL 1 SHEET C603.TEMPORARY SKIMMER SEDIMENT BASIN - 2SEE DETAIL 1 SHEET C604GRAVEL CONSTRUCTION ENTRANCESEE DETAIL 3 SHEET C603CONCRETE WASH OUTSEE DETAIL 2 SHEET C604LIMIT OF DISTURBANCELIMIT OF DISTURBANCELIMIT OF DISTURBANCELIMIT OF DISTURBANCESEDIMENT FENCE, TYP.SEE DETAIL 1 SHEET C603.GRAVEL CONSTRUCTION ENTRANCESEE DETAIL 3 SHEET C603CONCRETE WASH OUTSEE DETAIL 2 SHEET C604TEMPORARY SKIMMER SEDIMENT BASIN - 3SEE DETAIL 1 SHEET C604TEMPORARY SKIMMER SEDIMENT BASIN - 1SEE DETAIL 1 SHEET C604SEDIMENT FENCE, TYP.SEE DETAIL 1 SHEET C603.TEMPORARY DIVERSION DITCHCHANNEL 1. SEE DETAIL 4 SHEET C604TEMPORARY DIVERSION DITCHCHANNEL 2. SEE DETAIL 4 SHEET C604EMERGENCY SPILLWAYEMERGENCY SPILLWAYEMERGENCY SPILLWAY
WMEIPEIPELBELBTRTRTRTREIPCHHELBWMWMWMETRWWWELBTREIPEIPTOP=455.73'INACCESSIBLETOP=455.83'INV=452.19'WOODSWOODSWOODSWOODSWOODSTREESGRAVELASPHALTUNKEOICONC CONC
CONCASPHALTASPHALT96"CHL 3SBWCONCSSFM
TRINV=443.29'TOP=446.59'INV=436.28'TOP=441.63'INV=441.67'TOP=444.41'INV=442.50'TOP=445.25'INV=444.01'TOP=448.59'SANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSSANITARY SEWER LOCATION ISAPPROXIMATE AND BASED ONCLEAN OUT LOCATIONSWOODSWOODSSHRUBSCONCCONCCONC465'
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443'459'458'457'GRAVEL460'465'ESETBACK LINESETBACK LINESETBACK LINESETBACK LINEMALL DISTURBED AREASTSPSDuFFFFFFFFFFFWWWWWWWWWWSANSANSANSSANSANSANSANSANSANSANSANSANSANSANSANSANSSSSSXXCBWWWWWWWWWWWWWWWWFFFFFFFFFFFFFFFFFFWHDNUP///////////////////////////////////////////////////////////////////////////////////////////////////////////XXXX X X X XXXXXXXXXXXXXXXXXXXXXXXXXB3: VEHICLEMAINTENANCEBUILDINGFFE = 455.56'±6,015 SFB1: WAREHOUSEFFE = 457.51±15,900 SFB4: COVEREDSTORAGE±14,335 SFCOVERED STORAGE±3,950 SF90' X 8' RECYCLING±15,000 SFTRANSFORMER ANDMATERIAL STORAGESTORMWATERPONDSTORMWATERPONDB2: ENCLOSEDVEHICLE STORAGEFFE = 457.01' TO 457.51±14,500 SF±3,000 SF CONDUIT/MISC. STORAGE55' X 30'DUMPSTER0.5%W1MDPATSUTILITY XFMRGENSET WC3B4B3C2B2A5A4A6B5A3C1A2D2E2A1D1B1E115"15"18"18"15"18"18"24"30"18'' ST18"30"36"SSSSSSSSS/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////15'' STG1G218"F3AXB2:EXISTINGWAREHOUSEXB1: EXISTINGOFFICEXB5: EXISTING STORAGE BEROSIONCONTROL PLANPH IIC602ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-600ec2020.06.10 6:23:48 PM
EROSION CONTROL PLAN PH II11" = 50'SCALE:TSPSMDuPHASE 2 - SEQUENCE OF CONSTRUCTION:1.MAINTAIN PHASE 1 BMP'S.2.CONSTRUCT DIVERSION SWALES AS NECESSARY TO CONVEY STORM WATER TOPOND BEFORE THE PROPOSED STORM DRAINAGE SYSTEM IS FULLY FUNCTIONAL.3.INSTALL CHECK DAMS IF NECESSARY TO REDUCE EROSION ALONG CONSTRUCTEDDITCHES.4.INSTALL WATER & SEWER SYSTEMS5.SITE GRADING, BUILDING, PAVING, PROVIDE RIPRAP OUTLET PROTECTION6.INSTALL SAND FILTRATION SYSTEM IN POND 17.PERMANENT/FINAL STABILIZATION. SEE LANDSCAPE PLANS.8.MAINTENANCE OF SEDIMENT AND EROSION CONTROL MEASURES MUST CONTINUEUNTIL THE SITE IS PERMANENTLY STABILIZED AND THE CONTROLS ARE REMOVED.9.CONTACT STATE EROSION CONTROL OFFICER FOR FINAL INSPECTION ANDCLOSE-OUT OF PROJECT.10.REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AFTERENTIRE AREA IS DRAINING TO STRUCTURE IS FINALLY STABILIZED.TSSBTCWRIPRAP OUTLET PROTECTION, TYP.SEE DETAIL 5 SHEET C603SEDIMENT FENCE, TYP.SEE DETAIL 1 SHEET C603.LIMIT OF DISTURBANCELIMIT OF DISTURBANCELIMIT OF DISTURBANCESEDIMENT FENCE, TYP.SEE DETAIL 1 SHEET C603.SEDIMENT FENCE, TYP.SEE DETAIL 1 SHEET C603.TEMPORARY COMPOST SOCKINLET PROTECTION, TYP.SEE DETAIL 2 SHEET C603.CHECK DAM, TYP.SEE DETAIL 3 SHEET C604.TEMPORARY COMPOST SOCKINLET PROTECTION, TYP.SEE DETAIL 2 SHEET C603.TEMPORARY COMPOST SOCKINLET PROTECTION, TYP.SEE DETAIL 2 SHEET C602.EMERGENCY SPILLWAYEMERGENCY SPILLWAYRIPRAP OUTLET PROTECTION, TYP.SEE DETAIL 5 SHEET C603RIPRAP OUTLET PROTECTION, TYP.SEE DETAIL 5 SHEET C603
EROSIONCONTROLDETAILSC603ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-600ec2020.06.10 6:23:55 PM
10'NOTES:1.INSTALL SILT FENCE PER STD.SILT FENCE DETAIL.2.LOCATE REINFORCED OUTLETAT LOW POINTS OF SILT FENCEBARRIER.MAINTENANCE NOTES:1.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGEVOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE/OUTLET.TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE &REPLACE STONE AS NECESSARY AS IT BECOMES CLOGGED WITH SEDIMENT.2.REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRINGTHE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREAHAS BEEN PROPERLY STABILIZED.18"
18"
24"NOTCH AND FOLDFABRIC OVERHORIZONTAL POST12" #57 WASHEDSTONECLASS 'A'RIPRAP (TYP)8" MIN4" MINSTEEL POSTWOVEN WIRE FABRICHORIZONTAL POSTSILT FENCE FABRICSILT FENCE FABRICSTD SILT FENCEPOST (TYP)SECTIONELEVATIONPOSTREINFORCED SEDIMENT FENCE OUTLET1NTSMAINTENANCE NOTES:1.REMOVE SEDIMENT DEPOSITS AS NECESSARY TOPROVIDE ADEQUATE STORAGE VOLUME FOR THENEXT RAIN AND TO REDUCE PRESSURE ON THEFENCE. TAKE CARE TO AVOID UNDERMINING THEFENCE DURING CLEANOUT.2.REMOVE ALL FENCING MATERIALS AND UNSTABLESEDIMENT DEPOSITS AND BRING THE AREA TOGRADE AND STABILIZE IT AFTER THECONTRIBUTING DRAINAGE AREA HAS BEENPROPERLY STABILIZED.3.REPAIR SILT FENCE FAILURES WITH NO. 57WASHED STONE BERM.AA#57 WASHED STONEINSTALLATION NOTE:USE SILT FENCE ONLY WHEN DRAINAGE AREADOES NOT EXCEED 1/4 ACRE AND NEVER INAREAS OF CONCENTRATED FLOW.MIN. 12-1/2 GA.INTERMEDIATE WIRESGRADESILT FENCESILT FENCESTORM DRAININLET/OUTLETSTEEL POSTWOVEN WIRE FABRICSILT FENCE FABRICFILL SLOPEGRADE8" MIN. COVER OVERSKIRTENSURE SKIRT ISANCHORED SECURELY32" MN. WIDTH2'-0"3'-0"26"SIDE VIEWFRONT VIEWSECTION A-ASILT FENCE AT PIPE INLET/OUTLETMIN. 10 GA.LINE WIRESVARIABLE AS DIRECTED BY THE ENGINEER8' MAX.STANDARD TEMPORARY SEDIMENT FENCEPLANSTORM DRAININLET/OUTLETN.T.S.3MAINTENANCE NOTES:1.MAINTAIN THE GRAVEL PAD IN A CONDITIONTO PREVENT MUD OR SEDIMENT FROMLEAVING THE SITE. MAY REQUIRE PERIODICTOPDRESSING WITH 2-INCH STONE.2.IMMEDIATELY REMOVE ALL OBJECTIONABLEMATERIALS SPILLED, WASHED OR TRACKEDONTO PUBLIC ROADWAYS.CONSTRUCTION NOTES:1.ENTRANCE(S) SHALL BE LOCATED TO PROVIDEMAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.2.TURNING RADIUS SUFFICIENT TO ACCOMMODATELARGE TRUCKS SHALL TO BE PROVIDED.3.ENTRANCES MUST BE MAINTAINED IN A CONDITIONWHICH WILL PREVENT TRACKING OR DIRECT FLOW OFMUD ONTO STREETS. PERIODIC TOPDRESSING WITHSTONE WILL BE NECESSARY. CONTRACTOR SHALLMAINTAIN AS NECESSARY.4.ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROADMUST BE CLEANED UP IMMEDIATELY.5.FREQUENT CHECKS OF THE ENTRANCE(S) AND TIMELYMAINTENANCE SHALL BE PROVIDED.6.NOTES ARE APPLICABLE AT ALL POINTS OF INGRESSAND EGRESS UNTIL SITE IS STABILIZED.25' OR WIDTH OFPROPOSED STREETDRIVEWAY,WHICHEVER ISGREATER.NEW CONSTRUCTIONPLAN50' MIN.2"-3" MIN.COARSE AGGREGATE(CLASS 'A" RIPRAP)EXISTINGROADWAYEXISTINGROADWAY35' MIN.15' MIN.12" MIN.6" MIN.6" MIN.CROSS SECTIONGRAVEL CONSTRUCTION ENTRANCEN.T.S.2SECURE COMPOST SOCK TO GRATEWITH RUBBER TIE DOWNS.CURB12" COMPOST SOCKSTORM GRATEWIRE TIES, (TYP.)CATCHBASINDROPINLET12" COMPOSTSOCKCURBSTORM GRATE12" COMPOST SOCKEXCESS SOCK MATERIALTO BE DRAWN IN ANDTIED OFF TO STAKE ATBOTH ENDS.EXCESS SOCKMATERIAL TOBE DRAWN INAND TIED OFFTO STAKE ATBOTH ENDS.CURB12" COMPOST SOCKNOTES:1.MATERIALS TO BE FILTREXX OR APPROVED EQUAL.2.ALL MATERIAL AND INSTALLATION TO MEET STATE AND LOCAL SPECIFICATIONS.3.2"X2" OAK OR OTHER DURABLE HARDWOOD STAKES SHALL BE USED. STAKES SHALLBE PLACES AT A MAXIMUM INTERVAL OF 4 FEET. STAKES SHALL BE DRIVEN TO AMINIMUM DEPTH OF 12 INCHES, WITH A MINIMUM OF 3 INCHES PROTRUDING ABOVETHE COMPOST SOCKS.4.IN THE EVENT STAKING IS NOT POSSIBLE (I.E., WHEN SOCKS ARE USED ONPAVEMENT) HEAVY CONCRETE BLOCKS OR SAND BAGS SHALL BE USED BEHIND THESOCK TO HOLD IT IN PLACE DURING RUNOFF EVENTS.5.THE ENDS OF THE SOCKS SHOULD BE TURNED SLIGHTLY UP SLOPE TO PREVENTRUNOFF FROM GOING AROUND THE END OF THE SOCKS.MAINTENANCE NOTES:1.INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1/2 INCH OR GREATER).2.SEDIMENT SHOULD BE REMOVED FROM BEHIND CHECK DAM ONCE THE ACCUMULATED HEIGHT HAS REACHED 12 THE HEIGHT OF THE CHECK DAM.3.THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TORN.4.IF PONDING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A LARGER DIAMETER OR A DIFFERENT MEASURE.5.THE SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED.6.THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE MEASURE HAS BEEN PERMANENTLYSTABILIZED.NOTES:1.TOP OF RIP RAP AT DOWNSTREAM END OF APRONSHALL BE FLUSH WITH NATURAL GRADE OF THERECEIVING CHANNEL.2.VEGETATE ALL DISTURBED AREAS WITH VEGETATIONIMMEDIATELY AFTER INSTALLATION.3.SEE EROSION CONTROL PLAN FOR APRONDIMENSIONS.(AMOCO 2006 OREQUIVALENT)FILTER BLANKETTYPE STONETYPE STONEFILTER BLANKET(AMOCO 2006 OREQUIVALENT)(OUTLET TO FLAT AREA WITH NO WELL DEFINED CHANNEL)(OUTLET TO WELL DEFINED CHANNEL)D0 = OUTLET PIPE DIAMETERD0 = OUTLET PIPE DIAMETERD0D0W1W1ABAW2 = D0+L
W2 = D0+0.4L BLLD
D
TMAINTENANCE NOTES:1.RIP RAP OUTLET STRUCTURES TO BE INSPECTED WEEKLY ANDAFTER EVERY RAINFALL EVENT.2.REPAIR DISLODGED STONES TO DESIGN DIMENSIONSIMMEDIATELY.3.IF MORE SUBSTANTIAL DAMAGE OCCURS, NOTIFY ENGINEERTO DETERMINE A REPAIR SOLUTION.
EROSIONCONTROLDETAILSC604ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-600ec2020.06.10 6:24:00 PM 6' MIN.10' MIN.6' MIN.10' MIN.PLASTICLININGPLASTICLINING12"2112"24"36"36"ANCHOR PLASTICLINING WITH #57STONEANCHOR PLASTIC LINING WITH#57 STONE BERM (24" WIDE x12" TALL)PLYWOOD36"x18" PAINTEDWHITE4"x4" TREATEDWOOD POSTSBLACK LETTERS 4"HEIGHTCUT SLOPEFILL SLOPEMAINTENANCE NOTES:1.INSPECT AREA REGULARLY AND MAKE REPAIRS PROMPTLY.2.ENSURE CONCRETE IS BEING CAPTURED AND LINER REMAINSANCHORED.3.REMOVE DRIED CONCRETE AND RESTORE PIT BEFORE CAPACITY ISEXCEEDED.4.REPLACE OR PATCH IMPERVIOUS LINER THAT BECOMES DAMAGED.RE-ANCHOR LINER AS NEEDED.NOTES:1.LOCATE WASH-OUT AREA IN LOCATIONS SHOWN ON C4.1 AND ATLEAST 50' FROM OPEN WATERS AND DRAINAGE INLETS.2.LINE WASH OUT PIT WITH LINER OF 8-MIL LAMINATED PLASTICGEOTEXTILE FABRIC (DURA-SKRIM 8BW OR APPROVED EQUAL).3.PROPERLY DISPOSE OF DRIED CONCRETE AND RESTORE AREA TOFINAL GRADES AND SURFACES AT COMPLETION OF CONSTRUCTION.PLAN VIEWSECTION A-ACONCRETEWASHOUTSIGN DETAIL4CONCRETE WASHOUT AREANOT TO SCALE13123131HLINE EMERGENCY SPILLWAYWITH LAMINATED PLASTIC ORIMPERMEABLE GEOTEXTILEFABRIC. SEE NOTE 5.LINE EMERGENCY SPILLWAYWITH LAMINATED PLASTIC ORIMPERMEABLE GEOTEXTILEFABRIC. SEE NOTE 5.CONSTRUCTION NOTES:1.PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW BASINAS INDICATED. CLEAR, GRUB AND STRIP THE AREA UNDER THEEMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALLSURFACE SOILS CONTAINING HIGH AMOUTS OF ORGANIC MATTER.2.PLACE OUTLET BARREL ON A FIRM, SMOOTH FOUNDATION OFIMERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND,GRAVEL OR CRUSHED STONE AS BACKFILL AROUND PIPE. PLACE FILLMAERIAL AROUND PIPE IN 4-IN LAYERS AND COMPACT IT UNDER ANDAROUND THE PIPE TO AT LEAST 90% OF THE STANDARD PROCTORDENSITY. CARE SHALL BE TAKEN TO NOT RAISE THE PIPE FROM FIRMCONTACT WITH ITS FOUNDATION.3.ASSEMBLE THE SKIMMER IN ACCORDANCE WITH THEMANUFACTURER'S INSTRUCTIONS. ATTACH SKIMMER TO BARREL PIPEWITH FLEXIBLE JOINT AND POSITION THE SKIMMER OVER THEEXCAVATED PIT. ATTACH A ROPE TO THE SKIMMER AND ANCHOR ITTO THE SIDE OF THE BASIN.4.EMBANKMENT SHALL BE CONSTRUCTED OF CLEAN STRUCTURAL SOIL,FREE OF ROOTS, VEGETATION, ROCKS & OTHER OBJECTIONABLEMATERIAL. SCARIFY SURFACES BEFORE PLACING FILL. PLACE FILL IN6-8 INCH LOOSE LIFTS. COMPACT TO AT LEAST 90% OF THESTANDARD PROCTOR DENSITY.5.LINE THE ENTIRE EMERGENCY SPILLWAY WITH LAMINATED PLASTICOR IMPERMEABLE GEOTEXTILE FABRIC. FABRIC SHALL BE WIDEENOUGH TO COVER THE BOTTOM AND SIDES OF THE SPILLWAY ANDEXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH.THE EDGES SHALL BE SECURED WITH 8-IN STAPLES OR PINS. THEFABRIC SHALL BE LONG ENOUGH TO EXTEND DOWN THE SLOPE ANDEXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC SHALL BEONE PIECE, NOT JOINED OR SPLICED. IF THE LENGTH OF THE FABRICIS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY,MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BEUSED. THE UPPER SECTIONS SHALL OVERLAP THE LOWER SECTIONSSO WATER CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPEREDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES ORPINS.6.INSTALL BAFFLES ACROSS BOTTOM OF BASIN.MAINTENANCE NOTES:1.INSPECT DEVICE AFTER EACH RAINFALL. REMOVE SEDIMENT WHENSEDIMENT REACHES A DEPTH OF NO MORE THAN ONE-HALF THE HEIGHTOF THE RISER. REPAIR BAFFELS IF THEY ARE DAMAGED.2.PULL SKIMMER TO SIDE OF BASIN WITH ROPE AND INSPECT REGULARLY.KEEP SKIMMER HEAD, ORIFICE AND PIPE FREE OF DEBRIS. REMOVESEDIMENT FROM BENEATH SKIMMER AND ENUSRE VEGETATION DOES NOTINTERFERE WITH SKIMMER OPERATION.3.CHECK FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REPAIRSWITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY.EXCAVATE 18" DEEP PIT BELOWSKIMMER AND PROVIDE 8'x24"x18"#57 WASHED STONE PAD TO KEEPSKIMMER FROM SETTLING IN MUD8'x8'24"18"EMERGENCY SPILLWAYSEED & MULCHEMBANKMENT6'Lx2'Wx12"D CLASSA STONETEMPORARY OUTLET PIPE: PVC (SCH. 40) @ 1.0% SLOPE DIA: ECOMPACTEDSELECT FILL5' MIN.TOP OF EMBANKMENT EL = DEMER.SPILLWAY CREST EL = CROPE FOR ACCESS TO SKIMMERFOR MAINTENANCEFLOATING SKIMMERSKIMMER SIZE:FORIFICE SIZE:GMANUFACTURER:J.W FAIRCLOTH & SONSBASIN BOTTOM &BARREL INV EL =BPIT ELEV = ATOP OF EMBANKMENTEMER. SPILLWAY CRESTEMERGENCY SPILLWAY SECTIONNTSBASIN SECTIONNTSBASINNUMBERA(FT)B(FT)C(FT)D(FT)E(IN)F(IN)G(IN)PITELEVBASINBOTTOMEMERG.SPILLWAYEMBANK.TOPOUTLETPIPE DIA.SKIMMERSIZEORIFICEDIA.1*440.50442.00446.50448.0042.501.75TEMPORARY SKIMMER SEDIMENT BASINN.T.S.12*440.50442.00447.60449.0042.001.50H(FT)EMERG.SPILLWAYWIDTH2420BOTTOMLENGTH(FT)--BOTTOMWIDTH(FT)--3444.50446.00449.00450.0041.501.00106025*IRREGULAR POND SHAPE. SEE PLAN SHEETS C601 AND C602.11MAINTENANCE NOTES:1.INSPECT CHECK PROTECTION WEEKLY AND AFTER 12" ORGREATER RAINFALL EVENT AND REPAIR IMMEDIATELY.REMOVE SEDIMENT STRAW, LIMBS, OR OTHER DEBRIS THATCOULD CLOG THE CHANNEL WHEN NEEDED.2.IMMEDIATELY CORRECT ANY DAMAGE CAUSED BYSUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAMAND FROM HIGH FLOWS AROUND THE EDGES.3.REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS ASNEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION,ALLOW THE CHANNEL TO DRAIN THROUGH THE STONECHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYINGSEDIMENT OVER THE DAM. ADD STONES TO DAMS ASNEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.KEY RIPRAP18" INTOSLOPENOTES:1.HEIGHT AND WIDTH DETERMINED BY EXISTINGTOPOGRAPHY AND SEDIMENT STORAGE REQUIRED.2.KEY RIP RAP INTO SLOPES FOR STABILITY.TOP ELEV. OF STORMWATERWEIR ELEV:12"- #57 WASHED STONEVARIESCLASS 1RIPRAPVARIES 24" MAX 9"MAXEXISTING SLOPEEXISTING SLOPE#57 WASHED STONEEXISTING SLOPEVARIES1/2' -1'VARIES
36"18"2112CONSTRUCTION SPECIFICATIONS:1.REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH,STUMPS, AND OTHER OBJECTIONABLE MATERIALS.2.ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTIONMEETS ALL DESIGN REQUIREMENTS.3.ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANYPOINT THAN THE DESIGN ELEVATION PLUS THE SPECIFIEDSETTLEMENT.4.PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMITMACHINE REGRADING AND CLEANOUT.5.VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION,UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKINGDAYS.6.APPLY SOLID PLASTIC (BLACK, 20 MIL) LINING ON SURFACE OFDIVERSION DITCH ON ANY SLOPES GREATER THAN 10%ENTERING BASINS/PONDS.MAINTENANCE NOTES:1.INSPECT TEMPORARY DIVERSIONSONCE A WEEK AND AFTER EVERYRAINFALL.2.IMMEDIATELY REMOVE SEDIMENTFROM THE FLOW AREA AND REPAIRDIVERSION DITCH.3.INSPECT AND MAKE TIMELY REPAIRSAS NEEDED.142:11.0%100 LF8N/AGRASSEXCELSIOR242:11.0%367 LF8N/AGRASSEXCELSIOR4.0'
2.0'6.5'20"MATTING INSTALLATION NOTES:1.INSTALL TEMPORARY CHANNEL MATTING IN ALL DIVERSIONSWALES OR OTHER GRASSED AREAS OF CONCENTRATEDSTORMWATER FLOW DURING BOTH TEMPORARY ANDPERMANENT GRASS ESTABLISHMENT. ALL TEMPORARY MATTINGSHALL BE EXCELSIOR MATTING UNLESS NOTED OTHERWISE ONTHE EROSION CONTROL PLAN.2.SEE SPECIFICATIONS FOR TEMP. LINING REQUIREMENTS.3.PREPARE SOIL BEFORE INSTALLING MATS OR NETS, INCLUDINGAPPLICATION OF LIME, FERTILIZER AND SEED.4.BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE NETOR MAT IN A 6" DEEP TRENCH. BACKFILL AND COMPACT THETRENCH AFTER STAPLING.5.ROLL CENTER MAT OR NET IN DIRECTION OF WATER FLOW ONBOTTOM OF CHANNEL.6.PLACE MAT OR NET END OVER END (SHINGLE STYLE) WITH A 6"OVERLAP. USE DOUBLE ROW OF STAGGERED STAPLES 4"APART TO SECURE.7.FULL LENGTH EDGE OF MAT OR NET AT TOP SIDE SLOPES SHALLBE ANCHORED IN 6" DEEP TRENCH AFTER STAPLING.8.MATS OR NETS SHALL BE OVERLAPPED 4" OVER THE CENTERBLANKET AND STAPLED.9.THE TERMINAL END OF THE MAT OR NET MUST BE ANCHORED INA 6" DEEP TRENCH. BACKFILL AND COMPACT THE TRENCHAFTER STAPLING.3.5 STAPLES/SYUSING 6", 11-GAUGEWIRE "U" STAPLES.USE 8" STAPLESFOR LOOSE SOILS.USE 9-GAUGESTAPLES ORHEAVIER IN HARDOR ROCKY SOILS8'-0" MIN. WIDTHTEMPORARYLINER2'-0" MIN.NTS2'MIN.18"2:1 SLOPE(MAX.)POSITIVE GRADE 1.0% MAX.UPSLOPE TOESIDE SLOPES2:1(MAX.)STEEP CUT OR FILL SLOPE2' MIN.ANCHOR NETTING INA 6" DEEP TRENCHTEMPORARY LINERNTSCHANNELBOTTOMWIDTH (FT)SIDE SLOPE(H:V)CHANNELGRADECHANNELLENGTHPERM.LININGTEMP.LININGMIN. TOP WIDTHOF LINING (FT)RIPRAPDEPTH (IN)
NPDES NOTESC605ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-600ec2020.06.10 6:24:04 PM PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION A: SELF-INSPECTIONSelf-inspections are required during normal business hours in accordance with the tablebelow. When adverse weather or site conditions would cause the safety of the inspectionpersonnel to be in jeopardy, the inspection may be delayed until the next business day onwhich it is safe to perform the inspection. In addition, when a storm event of equal to orgreater than 1.0 inch occurs outside of normal business hours, the self-inspection shall beperformed upon the commencement of the next business day. Any time when inspectionswere delayed shall be noted in the Inspection Record.NOTE: The rain inspection resets the required 7 calendar day inspection requirement.PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION B: RECORDKEEPING1.E&SC Plan DocumentationThe approved E&SC plan as well as any approved deviation shall be kept on the site. Theapproved E&SC plan must be kept up-to-date throughout the coverage under this permit.The following items pertaining to the E&SC plan shall be kept on site and available forinspection at all times during normal business hours.2. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following items shall be kept on the site and available for inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical:(a)This General Permit as well as the Certificate of Coverage, after it is received.(b)Records of inspections made during the previous twelve months. The permittee shallrecord the required observations on the Inspection Record Form provided by theDivision or a similar inspection form that includes all the required elements. Use ofelectronically-available records in lieu of the required paper copies will be allowed ifshown to provide equal access and utility as the hard-copy records.PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION C: REPORTING1.Occurrences that Must be ReportedPermittees shall report the following occurrences:(a)Visible sediment deposition in a stream or wetland.(b)Oil spills if:·They are 25 gallons or more,·They are less than 25 gallons but cannot be cleaned up within 24 hours,·They cause sheen on surface waters (regardless of volume), or·They are within 100 feet of surface waters (regardless of volume). (c) Releases of hazardous substances in excess of reportable quantities under Section 311of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA(Ref: 40 CFR 302.4) or G.S. 143-215.85.(d)Anticipated bypasses and unanticipated bypasses.(e)Noncompliance with the conditions of this permit that may endanger health or theenvironment.2.Reporting Timeframes and Other RequirementsAfter a permittee becomes aware of an occurrence that must be reported, he shall contactthe appropriate Division regional office within the timeframes and in accordance with theother requirements listed below. Occurrences outside normal business hours may also bereported to the Department's Environmental Emergency Center personnel at [phone].3. Documentation to be Retained for Three Years All data used to complete the e-NOI and all inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41]PART II, SECTION G, ITEM (4)DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUTSediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn downfor maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:(a)The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawalshall not commence until the E&SC plan authority has approved these items,(b)The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,(c)Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls includeproperly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,(d)Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,(e)Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and(f)Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITHTHE NCG01 CONSTRUCTION GENERAL PERMITImplementing the details and specifications on this plan sheet will result in the constructionactivity being considered compliant with the Ground Stabilization and Materials Handlingsections of the NCG01 Construction General Permit (Sections E and F, respectively). Thepermittee shall comply with the Erosion and Sediment Control plan approved by thedelegated authority having jurisdiction. All details and specifications shown on this sheetmay not apply depending on site conditions and the delegated authority having jurisdiction.POLYACRYLAMIDES (PAMS) AND FLOCCULANTS1.Select flocculants that are appropriate for the soils being exposed duringconstruction, selecting from the NC DWR List of Approved PAMS/Flocculants.2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.3.Apply flocculants at the concentrations specified in the NC DWR List of ApprovedPAMS/Flocculants and in accordance with the manufacturer's instructions.4.Provide ponding area for containment of treated Stormwater before dischargingoffsite.5.Store flocculants in leak-proof containers that are kept under storm-resistant coveror surrounded by secondary containment structures.EQUIPMENT AND VEHICLE MAINTENANCE1.Maintain vehicles and equipment to prevent discharge of fluids.2.Provide drip pans under any stored equipment.3.Identify leaks and repair as soon as feasible, or remove leaking equipment from theproject.4.Collect all spent fluids, store in separate containers and properly dispose ashazardous waste (recycle when possible).5.Remove leaking vehicles and construction equipment from service until the problemhas been corrected.6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum productsto a recycling or disposal center that handles these materials.LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE1.Never bury or burn waste. Place litter and debris in approved waste containers.2.Provide a sufficient number and size of waste containers (e.g dumpster, trashreceptacle) on site to contain construction and domestic wastes.3.Locate waste containers at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.4.Locate waste containers on areas that do not receive substantial amounts of runofffrom upland areas and does not drain directly to a storm drain, stream or wetland.5.Cover waste containers at the end of each workday and before storm events orprovide secondary containment. Repair or replace damaged waste containers.6.Anchor all lightweight items in waste containers during times of high winds.7.Empty waste containers as needed to prevent overflow. Clean up immediately ifcontainers overflow.8.Dispose waste off-site at an approved disposal facility.9.On business days, clean up and dispose of waste in designated waste containers.PAINT AND OTHER LIQUID WASTE1.Do not dump paint and other liquid waste into storm drains, streams or wetlands.2.Locate paint washouts at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.3.Contain liquid wastes in a controlled area.4.Containment must be labeled, sized and placed appropriately for the needs of site.5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes fromconstruction sites.PORTABLE TOILETS1.Install portable toilets on level ground, at least 50 feet away from storm drains,streams or wetlands unless there is no alternative reasonably available. If 50 footoffset is not attainable, provide relocation of portable toilet behind silt fence or placeon a gravel pad and surround with sand bags.2.Provide staking or anchoring of portable toilets during periods of high winds or in highfoot traffic areas.3.Monitor portable toilets for leaking and properly dispose of any leaked material.Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replacewith properly operating unit.EARTHEN STOCKPILE MANAGEMENT1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least50 feet away from storm drain inlets, sediment basins, perimeter sediment controlsand surface waters unless it can be shown no other alternatives are reasonablyavailable.2.Protect stockpile with silt fence installed along toe of slope with a minimum offset offive feet from the toe of stockpile.3.Provide stable stone access point when feasible.4.Stabilize stockpile within the timeframes provided on this sheet and in accordancewith the approved plan and any additional requirements. Soil stabilization is definedas vegetative, physical or chemical coverage techniques that will restrain acceleratederosion on disturbed soils for temporary or permanent control needs.SECTION E: GROUND STABILIZATIONRequired Ground Stabilization TimeframesNote: After the permanent cessation of construction activities, any areas with temporaryground stabilization shall be converted to permanent ground stabilization as soon aspracticable but in no case longer than 90 calendar days after the last land disturbingactivity. Temporary ground stabilization shall be maintained in a manner to render thesurface stable against accelerated erosion until permanent ground stabilization is achieved.Site Area DescriptionTimeframe variations-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQW Zones-10 days for Falls Lake Watershed unlessthere is zero slopeStabilize within thismany calendardays after ceasingland disturbance77714NoneNone(a)Perimeter dikes,swales, ditches, andperimeter slopes(b)High Quality Water(HQW) Zones(c)Slopes steeper than3:1If slopes are 10' or less in length and arenot steeper than 2:1, 14 days areallowed(d)Slopes 3:1 to 4:1(e)Areas with slopesflatter than 4:114-7 days for slopes greater than 50' inlength and with slopes steeper than 4:1-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQWZones-10 days for Falls Lake Watershed
SETBACK LINESETBACK LINESETBACK LINECONCRETE PAVEMENTCONCRETEPAVEMENTASPHALTPAVEMENTASPHALTPAVEMENTGRAVELGRAVELGRAVELGRAVELCLEARED AND GRASSEDFIELD FOR TRAININGWHDNUP///////////////////////////////////////////////////////////////////////////////////////////////////////////W1MDPATSUTILITY XFMRGENSET WC3B4B3C2B2A5A4A6B5A3C1A2D2E2A1D1B1E115"15"18"18"15"18"18"24"30"18'' ST18"30"36"/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////15'' STG1G218"F3AMATCHLINE SHEET C201
MATCHLINE SHEET C202WM ELBELBTRTRTRTRCHHELBWMWMWMETRWWWELBTR30.48'1550.26'WOODSWOODSWOODSWOODSWOODSTREES20"MAPLE15"CEDAR21"MAPLEGRAVELASPHALTUNKEOICONC CONC
CONCASPHALTASPHALT96"CHL 3SBWCONC
TRWOODSWOODSSHRUBSCONCCONCCONC465'
460'
455'
450'
445'
44
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450
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465'465'460'455'450'445'440'440'445'450'455'460'455'460'465'460'455'455'455'
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'455'450'450'455'459'457'455'465'460'454'459'467'449'458'457'45
6
'435'435'
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4
4
0
'435'
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'450'445'
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443'459'458'457'GRAVEL460'465'E700' TYPE "C" BUFFERSTORMWATER POND 2STORMWATERPOND 1SAND FILTERARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-700lp2020.06.10 6:25:46 PMOVERALL LANDSCAPE PLAN11" = 50'SCALE:ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 27596LP700LANDSCAPEPLANOVERALLDESCRIPTIONDATETYPE "C" BUFFER YARD PLANTING REQUIREMENTS:AVERAGE WIDTH = 20 FEETMINIMUM WIDTH= 15 FEETMAXIMUM WIDTH= 40 FEETEVERGREEN TREE RATE / 100 FEET= 4CANOPY TREE RATE / 100 FEET= 2UNDERSTORY TREE RATE / 100 FEET= 3SHRUB RATE / 100 FEET= 17ADJACENT PROPERTY ZONED: INDUSTRIALADJACENT PROPERTY ZONED: MIXED USEADJACENT PROPERTYZONED: AGRICULTURALADJACENT PROPERTYZONED: MIXED USEEXISTING WOODED AREA TOBE RETAINED FROM THIS POINTTYPE "C" BUFFER YARDREQUIRED FROM THIS POINTFOR 700' TO START OFEXISTING WOODED AREAEXISTING TREE LINE AND 6' MINIMUMHEIGHT BERM TO MEET TYPE "C"BUFFER YARD REQUIREMENT ALONGEASTERN PROPERTY LINETYPE "C" BUFFER YARD PLANTING TOTALS FOR 700' LENGTH:TOTAL EVERGREEN TREES REQUIRED = 28TOTAL CANOPY TREES REQUIRED= 14TOTAL UNDERSTORY TREES REQUIRED= 21SHRUB RATE / 100 FEET= 119EXISTING WOODLAND RETAINED THIS AREASEED ALLDISTURBED AREASTO MATCH EXISTINGTURF GRASSSEED ALLDISTURBED AREASTO MATCH EXISTINGTURF GRASSDETAIL LANDSCAPE AREA 1 (SEE SHEET LP 701, DETAIL 2)DETAIL LANDSCAPE AREA 2 (SEE SHEET LP 701, DETAIL 3)EXISTING TREE LINE AND 6' MINIMUMHEIGHT BERM TO MEET TYPE "C"BUFFER YARD REQUIREMENT ALONGEASTERN PROPERTY LINEEND TYPE "C" BUFFER YARD HERESAND FILTER: NO SEEDINGTHIS AREASEEDING TO MATCHEXISTING TURF GRASSSEED STORMWATER PONDEMBANKMENTS WITH BERMUDA TIFWAY 419SEED STORMWATER PONDEMBANKMENTS WITHBERMUDA TIFWAY 419PROPERTY LINEPROPERTY LINE
CONCRETE PAVEMENTC2B2C1D2D1B124"30"30"ELBELB30.48'1550.26'20"MAPLE15"CEDAR21"MAPLEASPHALTASPHALT96"CHL 3SBWCONCCONC455'450'4
4
5
'440'440'445'4
5
0
'455'STORMWATER POND 2SETBACK LINEWOODS450'445'440'450'455'459'449'435'
4
4
0
'435'STORMWATERPOND 1SAND FILTERARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-700lp2020.06.10 6:29:12 PM DETAIL LANDSCAPE PLAN AREA 121" = 20'SCALE:ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759601-17-202019.025DESCRIPTIONDATELP701DETAIL LANDSCAPEPLANAREA 1 & 2DETAIL LANDSCAPE PLAN AREA 231" = 20'SCALE:SEED ALLDISTURBED AREAS(7) AMERICAN HOLLY(7) JAPANESECRYPTOMERIA(8) EASTERN REDBUD(14) 'LITTLE GEM' MAGNOLIA(16) FLORIDA LEUCOTHOE(16) INKBERRY HOLLY(36) GLOSSY ABELIA(8) RED MAPLE(4) WHITE FRINGETREE(3) JAPANESE CRYPTOMERIA(6) JAPANESE CRYPTOMERIA(5) SOUTHERN MAGNOLIA(3) JAPANESE CRYPTOMERIA(6) SOUTHERN MAGNOLIA(4) TULIP POPLAR(12) SASSANQUA CAMELLIA(21) VIRGINIA SWEETSPIRE(6) OKAME CHERRY(3) FLOWERING DOGWOOD(2) WHITE OAK25' SETBACK LINE(4) SOUTHERN MAGNOLIA(3) JAPANESE CRYPTOMERIATYPE "C" BUFFER YARD PLANTING REQUIREMENTS:AVERAGE WIDTH = 20 FEETMINIMUM WIDTH= 15 FEETMAXIMUM WIDTH= 40 FEETEVERGREEN TREE RATE / 100 FEET= 4CANOPY TREE RATE / 100 FEET= 2UNDERSTORY TREE RATE / 100 FEET= 3SHRUB RATE / 100 FEET= 17TYPE "C" BUFFER YARD PLANTING TOTALS (SEE SHEET LP 702 FOR FULL PLANT LIST):TOTAL EVERGREEN TREES REQUIRED = 28EVERGREEN TREES PROVIDED= 28 (7 AMERICAN HOLLY, 7 JAPANESE CRYPTOMERIA, 14 LITTLE GEM SOUTHERN MAGNOLIAS)TOTAL CANOPY TREES REQUIRED= 14CANOPY TREES PROVIDED= 14 (8 RED MAPLE, 4 TULIP TREE, 2 WHITE OAK)TOTAL UNDERSTORY TREES REQUIRED= 21UNDERSTORY TREES PROVIDED= 21 (8 EASTERN REDBUD, 4 WHITE FRINGETREE, 6 OKAME CHERRY, 3 WHITE FLOWERING DOGWOOD)SHRUB RATE / 100 FEET= 119SHRUBS PROVIDED= 119 (16 FLORIDA LEUCOTHOE, 36 GLOSSY ABELIA, 16 INKBERRY HOLLY, 12 SASSANQUA CAMELLIA, 21 VIRGINIA SWEETSPIRE, 18 MOUNTAIN LAUREL)(18) MOUNTAIN LAURELTYPE "C" BUFFER YARD PLANTING AREASAND FILTER: NO SEEDINGTHIS AREA
ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 2759606-10-202019.025Permit/Bid Set
DESCRIPTIONDATEs:\1784\active\178440214\design\civil\cad\sheets\40214c-700lp2020.06.10 6:29:18 PMLANDSCAPE NOTES AND DETAILS4NASCALE:ARCHITECT:16150 Main Circle Drive, Suite 100St. Louis, MO 63017(636) 449-1175 / fax [phone]DATEPROJECT NUMBERTITLESHEETPROFESSIONAL RECORDCONSULTANTS:Civil:Stantec801 Jones Franklin Road, Suite 300Raleigh, NC 27606MEP/FP:SSC Engineering, Inc.18207 Edison Ave.Chesterfield, MO 63005WAKE ELECTRIC MEMBERSHIP CORPORATION
228 PARK AVE., YOUNGSVILLE, NC 27596DESCRIPTIONDATELP702LANDSCAPENOTES ANDDETAILSBRANCHES & ALL SUCKER GROWTH.SEPARATE & SPREAD OUT ENCIRCLING ROOTS.OF BURLAP & REMOVE. FOR CONTAINERS-FOR B&B TREES, - CUT BACK WIRE3" THICK HARDWOOD MULCH, KEEP 3" MIN. AWAY FROM TRUNK2. LOCATE GUYS WITHIN PLANT BED3. ALL CABLE CLAMPS & BOLTS SHALL BE RUST RESISTANT1. IF TREE IS MULT-STEM, MORE THAN ONE STEM MAY NEED GUYINGNOTES:SET & MAINTAIN TREE IN A (PLUMB) VERTICAL POSITION.REMOVE ALL DEAD & DAMAGEDDO NOT CUT CENTRAL LEADER.AND ROPE. PULL BACK TOP THIRDGROUND W/ (3) METAL UNDERGROUND EARTH ANCHORS.3 X BALL DIAM. (5 X BALL DIAM. FOR AREAS NOT TO RECEIVE TOPSOIL)MIN. 2 X BALL DIA.STRAPS, AND GUYS AFTER (1) YEAR.REMOVE ALL TEMPORARY ANCHORS,W/ LOOPED ENDS. SECURE TOTO TREE W/ BLACK WOVEN FABRIC STRAPS1/16" GALV. STEEL CABLES. SECURE CABLETEMPORARILY BRACE TREE W/ (3) CLEAR PVC COATED WHITE FLAGGING TAPE (TYP)GRADE, OR 2" HIGHER FOR AREAS THATSET TOP OF ROOTBALL FLUSH W/ FINISHSET BOTTOM OF ROOTBALL ON SOLID GROUND.HAVE HEAVY SOILS OR ARE POORLY DRAINED.LOOSEN SOIL MIN. 12" DEEP W/USE ONLY WATER TO SETTLE SOIL.SOIL AMENDMENTS AND FERTILIZER.ROTO-TILER OR SHOVEL. ADD NECESSARYMULCH AND PLANTING MIXCULTIVATED SOIL3" MINIMUM OF HARDWOOD MULCH, KEEP 3" MIN. AWAY FROM TRUNKSOIL BERM TO HOLD WATERFINISHED GRADEPREPARED PLANTING SOILAS SPECIFIED. NOTE: WHENGROUNDCOVERS AND SHRUBSUSED IN MASSES, ENTIRE BEDTO BE EXCAVATED TO RECEIVEPLANTING SOIL AND PLANTMATERIALIN SEMI-IMPERVIOUS SOIL CONDITIONS (AND FORWITH LANDSCAPE ARCHITECT PRIOR TO SETTINGSHALL BE ;2" ABOVE FINISH GRADE. COORDINATEALL AZALEA PLANTING), ROOTBALL ELEVATION2.1.SEE SPECS SECTION 02950 PART 3 EXECUTION.BENEATH ROOTBALLCOMPACT PLANTING SOILSCARIFY SIDES OF HOLETO 4" DEPTH MINIMUMEXCAVATE ENTIRE BED SPECIFIEDFOR GROUNDCOVER PLANTING TOA DEPTH OF 12"(CUT AND REMOVE BURLAPFROM TOP 1/3 OF ROOTBALL)ROOTBALL ELEVATIONS.CONTRACTOR SHALL ASSURE PERCOLATIONOF ALL PLANTING PITS PRIOR TO INSTALLATION.NOTES:ROOT BALL REQUIREMENTSSEE PLANT SCHEDULE FORB&B OR CONTAINERIZED -OF 3:1 OR GREATERPEG SOD ON SLOPES3" MINIMUM OF HARDWOOD MULCH, KEEP 3" MIN. AWAY FROM TRUNKSOIL BERM TO HOLD WATERFINISHED GRADEPREPARED PLANTING SOILNOTE:GROUNDCOVERS AND SHRUBSUSED IN MASSES, ENTIRE BEDTO BE EXCAVATED TO RECEIVEPLANTING SOIL AND PLANTMATERIALCONTRACTOR SHALL ASSURE PERCOLATIONOF ALL PLANTING PITS PRIOR TO INSTALLATION.NOTES:ROOT BALL REQUIREMENTSSEE PLANT SCHEDULE FORB&B OR CONTAINERIZED -IN SEMI-IMPERVIOUS SOIL CONDITIONS (AND FORROOTBALL ELEVATIONS.WITH LANDSCAPE ARCHITECT PRIOR TO SETTINGSHALL BE ;2" ABOVE FINISH GRADE. COORDINATE2.1.BENEATH ROOTBALLCOMPACT PLANTING SOILSCARIFY SIDES OF HOLETO 4" DEPTH MINIMUMEXCAVATE ENTIRE BED SPECIFIEDFOR GROUNDCOVER PLANTING TOA DEPTH OF 12"(CUT AND REMOVE BURLAPFROM TOP 1/3 OF ROOTBALL)ALL AZALEA PLANTING), ROOTBALL ELEVATIONA29-0021SHRUB & GROUNDCOVER PLANTING DETAILNOT TO SCALEB29-0021SHRUB & GROUNDCOVER PLANTING DETAIL ON SLOPENOT TO SCALED29-0021MULTI-TRUNK TREE PLANTING DETAILNOT TO SCALEC29-0021TREE PLANTING DETAILNOT TO SCALELEAVE 1" SLACK IN CABLES.GENERAL LANDSCAPE NOTES:ROOT TYPE MAY BE FREELY SUBSTITUTED IN CASE OF BALLED AND BURLAPPED OR CONTAINER GROWN,TAKEOFF USING DRAWINGS TO DETERMINE QUANTITIES TO HIS SATISFACTION, REPORTING PROMPTLYPLANT SCHEDULE WAS PREPARED FOR ESTIMATING PURPOSES. CONTRACTOR SHALL MAKE OWN QUANTITIESCONTRACTOR VERIFIES THAT ALL PLANT MATERIAL IS DETERMINED AVAILABLE AS SPECIFIED WHEN BID/PROPOSALCOVERAGE OF ALL SOD, HYDRO-SEED AND PLANTING BEDS. COORDINATE IRRIGATION WITH OWNER'S REPRESENTATIVE.ALL VALVES, PIPES, HEADS, FITTINGS, RAIN SENSOR, BACKFLOW PREVENTOR, AND CONTROLLER, AND TO PROVIDE 100% CONTRACTOR TO SUPPLY AUTOMATIC IRRIGATION SYSTEM, COMPLETE AND INSTALLED. SYSTEM TO INCLUDECONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING UTILITIES AND ANY DAMAGE HE IS RESPONSIBLE FORANY DISCREPANCIES. CONTRACTOR TO PERFORM SOIL TESTS AS NECESSARY TO CONFORM TO SPECIFICATIONS.CONTRACTOR IS RESPONSIBLE FOR INSPECTION OF EXISTING CONDITIONS AND PROMPTLY REPORTINGMODIFICATION TO THE PLAN. LANDSCAPE ARCHITECT SHALL, IF NECESSARY, MAKE "IN-FIELD MODIFICATIONS".ANY DEVIATION FROM THESE PLANS MUST BE SPECIFICALLY APPROVED BY LANDSCAPE ARCHITECTOTHER SPECIFICATIONS REMAINING UNCHANGED, EXCEPT IN THE CASE OF CONTAINER GROWN SPECIMENANY DISCREPANCIES WHICH MAY AFFECT BIDDING.MULCH ALL PLANTING BEDS WITH HARDWOOD MULCH TO A 3" DEPTH. KEEP 3" MIN. AWAY FROM TRUNKS/STEMS.IS SUBMITTED.THAT MAY OCCUR TO EXISTING UTILITIES.RECEIVE LANDSCAPE PLANTING AND/OR PINESTRAW MULCH.FINE GRADING SHALL CONSIST OF HAND RAKED SMOOTH, FREE OF DEBRIS, ALL AREAS TO10.8.9.7.6.5.4.3.OR OWNER'S REPRESENTATIVE.NOTIFY LANDSCAPE ARCHITECT OF ANY SITE CONDITIONS WHICH MAY NECESSITATE1.2.TREES AS INDICATED IN THE TREE PLANTING SCHEDULE.ALL PLANTING BEDS SHALL BE HAND WEEDED OR SPRAYED PRIOR TO INSTALLATION OF MULCH.11.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETELY MAINTAINING THE WORK ( INCLUDING BUT NOT LIMITED TO : WATERING, MULCHING, SPRAYING, FERTILIZING, ETC) OF ALL PLANTING AREAS AND LAWNS 12.PER PROJECT SPECS UNTIL TOTAL ACCEPTANCE OF WORK BY OWNER.THE STANDARDS SET FORTH IN THE 'AMERICAN STANDARD FOR NURSERY STOCK' REPRESENT GENERALGUIDELINE SPECIFICATIONS ONLY AND WILL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL13.ALL PLANTS MUST MEET MINIMUM SIZE NOTED ON THE MATERIALS SCHEDULE. TREES SHALL BE NO. 1 GRADESPECIMEN AND SHRUBS SHALL BE HEAVY WELL SHAPED SPECIMENS.CONTRACTOR SHALL COMPLETELY GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF ACCEPTANCE. THE CONTRACTOR SHALL MAKE REPLACEMENTS PROMPTLY AS PER DIRECTION OF THE OWNER.14.ALL DECIDUOUS TREES, EXISTING AND PROPOSED SHALL BE PRUNED TO PROVIDE 4' MINIMUM CLEAR TRUNKUNLESS OTHERWISE NOTED.15.HEIGHT, SPREAD, AND CALIPER SIZE TO TAKE PRECEDENCE OVER CONTAINER SIZE ON ALL PROPOSED PLANT MATERIAL.PERCOLATION RATE OF 1" TO 2" AN HOUR PREFERRED.16.TO 4" DEPTH MINIMUMSCARIFY SIDES OF HOLECOMPACT PLANTING SOILBENEATH ROOTBALL(CUT AND REMOVE BURLAPFROM TOP 1/3 OF ROOTBALL)ARCHITECT PRIOR TO SETTINGROOTBALL ELEVATIONS.IN SEMI-IMPERVIOUS SOIL CON-DITIONS, ROOTBALL SHALL BE4" ABOVE FINISH GRADE.COORDINATE WITH LANDSCAPE2.NOTE:1.3" MIN. OF HARDWOOD MULCH, KEEP 3" MIN. AWAY FROM TRUNKSOIL BERM TO HOLD WATERFINISHED GRADEB&B OR CONTAINERIZED -SEE PLANT SCHEDULE FORROOT BALL REQUIREMENTSPREPARED PLANTING SOILAS SPECIFIEDINSTALLATION.PLANTING PITS PRIOR TOPERCOLATION OF ALLCONTRACTOR SHALL ASSUREADD STAKING AND WOVEN (NON-WIRE) STRAP