WPC #}M:nb]gbM>Jks X# [+Rs0%,@uV#b1_4DqۗlTPf+^~?q(8zϼcs.B1xʹI7D9X%YR 6ReIñH!VM4Ս~ej8 (5ڼ(&6%Stֲ;wh2ftvυ5{r)iu@%aS(*8IjS.8]rYuŮ\ԧPV.|94jDwƌ !r G?;R=⾩3]k=nB,9n{%i\`]ÝBXt/r$7 ؈95@:S"]Cpwi7"\5/wg+^[i;6=g&:E{TϤV2^  0U 0 0 0 0r 0% 0 0y 0 0 0t 0? 0 0 04 0 0d 0 0z 06 0 0 0L 0 0 0 0U0$fTaV BjU *faU> B" 0P2#UNK %M(Nw4 m2A *+ (_2623  ..*D+D (_25   ," <DL,23  ..," <DL,   *5+5 (_24  ) <DL)23  ..) <DL)  *2+2 (_23 ` &<<DL&23  ..&<<DL& ` */+/ (_22  #DL#23  ..#DL#  *,+, (_21   DL 23  .. DL  *)+) (_20 h DDL23  ..DDL h *&+& (_19  L23  ..L  *#+# (_18   L23  .. L  *>> (_17  2( 4 <DL223  Ԁ2( 4 <DL2  *DD (_16   ," <DL,23  Ԁ," <DL,   *55 (_15  ) <DL)23  Ԁ) <DL)  *22 (_14 ` &<<DL&23  Ԁ&<<DL& ` *// (_13  #DL#23  Ԁ#DL#  *,, (_12   DL 23  Ԁ DL  *)) (_11 h DDL23  ԀDDL h *&& (_10  L23  ԀL  (## &_9   L23  Ԁ L  (>> &_8  2( 4 <DL223  2( 4 <DL2  (DD &_7   ," <DL,23  ," <DL,   (55 &_6  ) <DL)23  ) <DL)  (22 &_5 ` &<<DL&23  &<<DL& ` (// &_4  #DL#23  #DL#  (,, &_3   DL 23   DL  ()) &_2 h DDL23  DDL h (&& &_1  L23  L  &## $_   L23   L  2 `CG TimesTable_A[ [d%2A`ArialTable_B\  `&Times New Roman d3|P(('S$..    EPSON Stylus Photo 8250(  Z6Times New Roman Regular)XZb2Pages&U ''S!..     _       <( 4 <DLX<X`XX)X43     x    4 44 x          4 1. GENERALNOTES R   4 2. PAVEMENTANDSTORMSEWERSPECIFICATIONS  2   4 3. SANITARYSEWERSPECIFICATIONS r    4 4. WATERMAINS R   4 5. GATEVALVESANDVALVEBOXES    4 6. FIREHYDRANTS "r   4 7. SERVICESADDLES   4 8. LIFTSTATIONS B  4 9. SEPTICTANKS "  4 10. NEWSTREETS b  4 11. DRAWINGSOFSPECIFICATIONS(ATTACHMENTS) B      45  GENERALNOTES X EXISTINGUTILITIES  TheexactlocationofallexistingutilitiesshallbetheresponsibilityoftheContractor.The ( x Contractorshallberesponsibleforanyandalldamagetoexistingutilitiescausedhis  @ operations.    UTILITYOWNERSHIP H   TheContractorshallnotifyallinvolvedutilitycompaniesatleastfiveconstructiondays (  beforeanyconstructionworkisperformedintheareawheretheutilitylinesarelocated.   TheOhioUtilityProtectionService(OUPS)shallbenotifiedtwo(2)workingdaysbefore h  diggingbycallingthetollfreenumber18003622764.Nonmembersutilitiesmustbe 0  contacteddirectly. H  UTILITYADJUSTMENT  Anyorallworkedrequiredforpublicorprivateutilitieswillbedonebyandattheexpense h oftheirrespectiveowner.unlessotherwisenoted. 0 PERMITS p TheContractorwillberesponsibleforanyandallpermitsrequiredbytheVillageof P WakemanCountyortheStateofOhio.Allpermitsandtapfeesmustbepaidinadvance  beforeconstructionbeginsorbesubjecttoa$50.00adayfine.  MANHOLES  p Blockedmanholesmaybesubstitutedforprecastconcretemanholesinthoseinstances   wherethedepthofthemanholewouldrequirethatconduitenterthemanholeinthedome x! section. @" CONNECTIONSTOEXISTINGSEWERS  $ Wheretheplansprovideforproposedconduittobeconnectedtoortocrosseitheroveror `"& underandexistingsewer.itshallbetheresponsibilityoftheContractortolocatethe (#x' existingpipebothastolineandgradebeforehestartsconstructionoftheproposedsewer. #@( TheContractorshallberesponsibleforanydamagetoexistingsewerresultingfromhis $ ) operationornegligence. % * SAFETYREQUIREMENTS '`", TheContractorshallatalltimesfollowallStateandLocalSafetyRequirementsduringthe (#. constructionofthisproject.Specialcareshallbetakenduringall h)$/    !X  ,'3 !!j!46  <( 4 <DL!<  trenchingoperations.Sheetingandbracing,cribbing,ect.,mustbeinstalledasrequiredto X providemaximumsafetytotheContractor'sworkersinfullcompliancewithOSHA   Regulations.  MAINTENANCEANDRESTORATION ( x AtalltimesduringtheprogressoftheworkanduntilthereleaseoftheContractorfromhis    guaranteebytheVillage,theContractorshallmaintainthebackfilledtrenches.Any    settlementthatoccursduringsuchtimeshallbeimmediatelyfilled.TheContractorshall H   alsoreplaceallpavement,drives,walks,pipe,sod,etc.,whichhasbeendisturbed,toa `  conditionequaltothatwhichexistedbeforeconstructionwasstarted.Atthecompletionof (  therequiredwork,alldebrisandmaterialsshallberemovedfromthejobsite.The   Contractorwillberesponsibleforcleaningalldirt,mudanddustoffexistingpavements, h  whichmayresultfromhisoperations. 0     47  PAVEMENTANDSTORMSEWERSPECIFICATIONS X   1. 4 GENERAL   X9%4 4 <DLX9AllmaterialandconstructionshallbeinaccordancewiththeStandardsand ( x SpecificationsoftheVillageofWakeman,theAmericanSocietyforTestingand  @ Materials(ASTM),theCountyEngineerand/ortheOhioDepartmentof    TransportationConstructionandMaterialSpecifications.Incaseofconflict,Village    StandardsandSpecificationsshalltakeprecedence. H    X<( 4 <DL44X< X9%4 4 <DLX9Allreferencestostandardsaretothelatestedition. (   X<( 4 <DL44X<2. 4 INSPECTION h   X9%4 4 <DLX9TheVillageofWakemanshallbenotifiedseven(7)calendardayspriortothe H  beginningofactualconstruction.   X<( 4 <DL44X<3. 4 STORMSEWERPIPE P  X9%4 4 <DLX9If6"through18"Type"B"or"C"conduitisspecified,theContractormayuse 0 polyvinylChloridePVCsewerpipeandfittings,ASTMdesignationD3034,SDRJ5.   X<( 4 <DL44X< X9%4 4 <DLX9PriortofinalacceptancebytheVillage,allstormsewersshallbethoroughlycleaned 8 andflushedwithwater. P  X<( 4 <DL44X<4. 4 STORMSEWERSERVICECONNECTIONS   X9%4 4 <DLX9Allstormsewerserviceconnectionsshallbeproperlypluggedandsuitablestakedat  p theendoftheserviceconnectionplug.Stakesshallbe2"by2"extendfromthe 8 flowlinetowithin18"ofthefinishedgradetoaidinfuturelocatingoftheservice   connection. x!  X<( 4 <DL44X< X9%4 4 <DLX9Allstormsewerserviceconnectionsshallbeextendedaminimumof10feetinto  X# eachabuttingalotandwithinabuttingpropertylines.  $  X<( 4 <DL44X<5. 4 MANHOLESANDCATCHBASINS `"&  X9%4 4 <DLX9Allmanholesandcatchbasinsshallbeconstructedwithoutsumpsortraps,except #@( wherethereceivingsewerisacombinedsewer.Allmanholesandcatchbasinsshall $ ) befreeofallforeignmatterandinacleanconditionbeforeacceptance. % *  X<( 4 <DL44X< X9%4 4 <DLX9Whenmanholesarelocatedwithinthepavement,theuppermostsurfaceofthelidor '`", frameshallbe114"belowthepavementsurface.Whenmanholesarelocated '(#- outsidethepavement,thetopshallbeset1"abovethefinishedgroundgrade. (#.  X<( 4 <DL44X< X9%4 4 <DLX9Thejointbetweenthemanholeorcatchbasinframeandchimneyshallbemade 0*%0 usingcementmortar.Anysealantusedbetweentheadjustmentorgraderingsofthe *H&1 chimneyshallnotbeusedinthisjoint. +'2  X<( 4 <DL44X< !X  P-(4 !!j!48  <( 4 <DL!<6. 4 BACKFILL X  X9%4 4 <DLX9Trenchbackfillshallconsistoffinelydividedsoilfreefromstones,rubbishorlarge  lumpsandmechanicallytampedin12"layers.Backfillmaterialunderdrivewaysand `  pavedstreets,orwithin5'oftheedgeofpavementshallbeODOTItem310.02 ( x granularbackfillandplacedin6"layersandmechanicallytamped.Compactionof  @ thebackfillshallbeatleast98%asdeterminedbytheStandardProctorTest.     X<( 4 <DL44X<7. 4 BEDDING H    X9%4 4 <DLX9AllpipeshallhaveClassBBeddingasaminimumandshallmeettherequirements (  ofTheStateofOhioandtheVillageofWakeman,andTheAmericanSocietyof   TestingandMaterials(ASTM). h   X<( 4 <DL44X<8. 4 PIPESPECIALS H   X9%4 4 <DLX9Allpipebends,tees,wyesandotherfittingsshallbefactorymade.   X<( 4 <DL44X<9. 4 MONUMENTS h  X9%4 4 <DLX9Allmonumentsandexistingsurveymonuments,benchmarks,propertycorner  pointsandcontrolpointsdamagedordisturbedbyconstructionshallbereplacedby p aregisteredlandsurveyorattheexpenseoftheContractor.ShouldtheContractor 8 failtoreplacethesepoints,theVillageofWakemanwillreplacethesepointsatthe P Contractorsexpense.   X<( 4 <DL44X<10. 4 RESTORATION X  X9%4 4 <DLX9Allexistingfeaturesthataredisturbedduetoconstruction,suchasmailboxes, 8 shrubs,bushes,guardrails,driveways,swales,sewers,catchbasins,berms,seeded   grass,etc.,shallbereplacedtotheiroriginalconditioninaccordancewith x! applicableODOTspecifications,andtothesatisfactionoftheVillageofWakeman. @"  X<( 4 <DL44X<11. 4 SEEDING,MULCHINGANDFERTILIZING  $  X9%4 4 <DLX9Allareaswithinrightofwaylinesshallbeseeded,mulchedandfertilizedin `"& accordancetotheVillageofWakeman'sspecifications. (#x'  X<( 4 <DL44X<12. 4 CONNECTIONSTOEXISTINGCONDUITS $ )  X9%4 4 <DLX9Wheretheplansprovideforaproposedconduittobeconnectedto,ortocross H&!+ eitheroverorunderanexistingconduit,itshallbetheresponsibilityofthe '`", Contractortoverifythelineandgradeoftheexistingconduitbeforestarting '(#- construction. (#.  X<( 4 <DL44X<  0*%0   49  SANITARYSEWERSPECIFICATIONS X   1. 4 GENERAL   X9%4 4 <DLX9AllmaterialandconstructionshallbeinaccordancewiththeStandardsand  E SpecificationsoftheVillageofWakeman,theAmericanSocietyforTestingand   Materials(ASTM),HuronCountyand/ortheOhioDepartmentofTransportation c   (ODOT)ConstructionandMaterialSpecifications.Incaseofconflict,Villageof  j  WakemanStandardsandSpecificationsshalltakeprecedence.  !   X<( 4 <DL44X< X9%4 4 <DLX9Allreferencestostandardsaretothelatestedition. ?   X<( 4 <DL44X<2. 4 INSPECTION    X9%4 4 <DLX9TheVillageofWakemanshallbenotifiedsevencalenderdayspriortothebeginning k  ofactualconstruction.Allsanitarysewerinstallationandtestingshallbeinspected "  bytheVillageofWakeman.    X<( 4 <DL44X<3. 4 SANITARYSEWERPIPE G  X9%4 4 <DLX9Allpipeforsanitarysewershallbe(PVC)SewerPipeandFittings(ASTM)' e D3034SDR35,Gasketedpipe. l  X<( 4 <DL44X<4. 4 CLEANWATERCONNECTIONS   X9%4 4 <DLX9Roofdrains,foundationsandallothercleanwaterconnectionstothesanitarysewer H areprohibited.   X<( 4 <DL44X<5. 4 TESTING m  X9%4 4 <DLX9Afterthepipehasbeenlaidandbackfilled,alowpressureairtestshallbemadeon ! eachsectionofthepipelinebetweenmanholes.Allservicelateralsshallbe B" independentlytested. I#  X<( 4 <DL44X< X9%4 4 <DLX9Theairtestforthetestsectionshallbeconsideredacceptableifthetimeelapsedfor g% 1.0psipressuredropisequaltoorgreaterthantime,inminutesindicatedinthe  n& followingtable.  %'  X<( 4 <DL44X<MINIMUMHOLDINGTIMEINMINUTESREQUIREDFOR1.0PSIPRESSURE !( DROP C")   LENGTHOFMAINLINETESTED* "J*    4    * ddd Xdd Xdd X!!,F,F,F,F,F,F,+  8 'y$,y$ [8  F%j $$ !X XXX`!OX!X Pipe %j - Diameter = ,!%2!.  =F%j $$ 100' = ,!%2!0  =F%j $$ 200' = ,!%2!2  =F%j $$ 300' = ,!%2!4  =F%j $$ 400' = ,!%2!6  =F%j $$ 500' ? ,!%2!8  ?F%j $$ 600' U D,%2!: [    UFp'"*'z"8" = ,!p'";  =1 = ,!*'z"<  =2 = ,!*'z"=  =3 = ,!*'z">  =3 = ,!*'z"?  =3 ? ,!*'z"@  ?3 U D,*'z"A    UF(N$($10" = ,!(N$B  =1 = ,!($C  =3 = ,!($D  =4 = ,!($E  =4 = ,!($F  =4 ? ,!($G  ?4 U D,($H    UF*%F*%12" = ,!*%I  =2 = ,!F*%J  =5 = ,!F*%K  =5 = ,!F*%L  =5 = ,!F*%M  =5 ? ,!F*%N  ?5 U D,F*%O    UF,j'+$'15" = ,!,j'P  =Ѐ4 = ,!+$'Q  =Ѐ7 = ,!+$'R  =Ѐ7 = ,!+$'S  =Ѐ7 = ,!+$'T  =Ѐ7 ? ,!+$'U  ?  7 U D,+$'V    UFF18" = ,!F  =  5 = ,!  =8 = ,!  =8 = ,!  =8 = ,!  =8 ? ,!  ?8 U D,    UF>21" = ,!  =Ѐ8 = ,!>   =Ѐ10 = ,!>   =Ѐ10 = ,!>   =Ѐ10 = ,!>   =Ѐ10 ? ,!>   ?Ѐ10!X X!OX`XX!X <20>     < !X!!l!    50    <( 4 <DL!<  *"# ddFFFFFF!!,F,F,F,F,F,F,+  8 'XX [~8  Fc!X XXX`!OX!X 24" = ,!  =10 = ,!c  =11 = ,!c  =11 = ,!c  =11 = ,!c  =11 ? ,!c   ?11 U D,c  [~    ~UF5 ?27" = ,!5    =12 = ,!?   =12 = ,!?   =12 = ,!?  =12 = ,!?  =12 ? ,!?  ?12 U D,? ~    ~UF { 30" = ,!   =14 = ,!{   =14 = ,!{   =14 = ,!{   =14 = ,!{   =14 ? ,!{   ?14!X X!OX`XX!X <20{  ~     <  *Timeforintermediatelengthsshallbeinterpolated.     X9%4 4 <DLX9Theairtestshallbeunacceptableiftheelapsedtimeislessthanthestatedperiod. 'w   X<( 4 <DL44X< X9%4 4 <DLX9TheContractormayairtestsectionsbeforebackfillingthetrenchasacheckfor   defectsandworkmanship.SuchtestsareattheoptionoftheContractorandarenot   asubstitutefortestsrequiredafterbackfillinghasbeencompleted. G   X<( 4 <DL44X< X9%4 4 <DLX9Themaximumrateofinfiltrationorexfiltrationforthesanitaryseweris200gallons '" perinchdiameterpermileofpipe,per24hours. #  X<( 4 <DL44X< X9%4 4 <DLX9Allvisibleleakageinsewerormanholesmustberepairedtothesatisfactionofthe /% VillageofWakeman,eventhoughtheleakageisatalowerratethatthemaximum G& allowed. '  X<( 4 <DL44X< X9%4 4 <DLX9IfthePVCpipeisused,deflectiontestsshallberunnotlessthan30daysafterfinal O) fullbackfillhasbeenplacedinthepresenceofarepresentativeoftheVillageof g* Wakeman.Wherepossible,electronicequipmentshallbeusedtomeasureand /+ recordthedeflectionof5%.Ifsuchequipmentisnotavailable,thedeflectiontest , canberunbyuseofrigidballsormandrels,havingdiametersequalto95%ofthe o- insidediameterofthepipe,whichshallbepulledthroughthesewerline.Ifrigid 7. ballsormandrelsareused,testsshallbeperformedwithoutmechanicalpulling O/ devices. 0  X<( 4 <DL44X< X9%4 4 <DLX9Shouldanysectionoftheconduitfailtomeetanyoftheabovetestrequirements,it W 2 shallbetheContractor'sresponsibilitytoprovidetelevisioninspectionandto !o3 providenecessarycorrections.Thecostofallmaterials,laborandincidentals !74 necessaryforpreformingthetestsandmakingthecorrectionsandreplacements "5 shallbeincludedinthepricebidforthepertinentconduititem. w#6  X<( 4 <DL44X<6. 4 SANITARYMANHOLES %W 8  X9%4 4 <DLX9Forsewerswithadiameterof33inchesorless,manholesshallbeconstructedwith &!: approvedprecastmanholesectionsconformingingeneraltoASTMC478. _'";  X<( 4 <DL44X< X9%4 4 <DLX9Precastreinforcedconcreteriserringsanddomesshallcomplywiththe (?$= requirementsofODOTItem706.02,exceptforminimumdesignsandmarking. )%> Minimumwallthicknessshallbe5inchesandcircularreinforcementshallbea *%? minimumof0.18sq.in.perft.Concreteshallhaveaminimumstrengthof4,000 G+&@ lbs.persq.inch. ,_'A  X<( 4 <DL44X< X9%4 4 <DLX911/4"holesforhandlingmaybecastintodomesandrings.Minimumdroppipe -(C diameterforsanitarysewermanholesshallbe6".Adroppipeshallbeprovidedfor  asewerenteringamanholeatanelevationof30"ormore x  X<( 4 <DL44X<  X   51 4       X9%4 4 <DLX9abovethemanholeinvert. X  X<( 4 <DL44X< X9%4 4 <DLX9Openingsfortheinletandoutletsewerpipeshallbedrilledorcastintheprecast  ringandshallbefittedwithagasketedflexiblewatertightconnection,KorNSol `  Bootorapprovedequal,topreventinfiltration. ( x  X<( 4 <DL44X< X9%4 4 <DLX9Sanitarysewermanholesshallhaveflexiblewatertightjoints,usingrubbergaskets    forsealingthejointconformingingeneraltoASTMC443.Thejointsshallbeof    suchdesignaswillpermitplacementwithoutappreciableirregularitiesintheinterior H   wallsurfaceofthemanhole.Acceptable48"diameterjointsshallbeofthe"O"Ring `  Gaskettype,orapprovedequal. (   X<( 4 <DL44X< X9%4 4 <DLX9Accessthroughmanholesshallbebymeansofstepsmeetingtherequirementsof h  ODOTItem604. 0   X<( 4 <DL44X< X9%4 4 <DLX9Adjustingringsshallbeprecast,reinforcedwithNo.3gagewireorequivalent.  Theyshallbeaminimumof4inches,maximumof16"thick.Theentireouter  surfaceofadjustingringsandmanholecastingsshallbeplasteredwith"minimum P PortlandCementmortarunlessotherwisedetailedonthedrawingsordirectedby h theEngineer. 0  X<( 4 <DL44X< X9%4 4 <DLX9Thejointbetweenthemanholeframeandchimneyshallbemadeusingcement p mortar,andsealantusedbetweentheadjustmentorgraderingsofthechimneyshall 8 notbeusedinthisjoint. P  X<( 4 <DL44X< X9%4 4 <DLX9Wherestubsareplacedinasanitarymanhole,theContractorshallformorgrout  thebottomofthemanholefromthepipeinverttothemainflowchannelsothat X sedimentationdoesnotoccur.  p  X<( 4 <DL44X<7. 4 BEDDING    X9%4 4 <DLX9PipeembedmentshallconsistofNo.57orNo.8stoneplacedaminimumof6" @" under,besideand/oroverthepipe.  X#  X !44X   $ !!j!52  <( 4 <DL!<  WATERMAINS X 1.1 4 GENERAL     X9%4 4 <DLX9Ingeneral,allmaterialandconstructionshallbeinaccordancewiththecurrent `  AmericanWaterWorksAssociationStandardsandSpecifications,and/orthe ( x currentOhioDepartmentofTransportationStandardsandSpecifications,and/or  @ thecurrentOhioEnvironmentProtectionAgencyStandardsandSpecifications,and    TheVillageofWakeman.     X<( 4 <DL44X< X9%4 4 <DLX9Aminimumoften(10)feethorizontallyandeighteen(18)inchesverticallyfromany `  sanitarysewermustalwaysbemaintained.Noentryorcontactwithasewer (  manholeispermitted.    X<( 4 <DL44X<1.2 4 ESTIMATEDQUANTITIES 0   X9%4 4 <DLX9Theestimatedplanquantitiesareforthepurposeofcompetitivebiddingandarenot  necessarilythefinalpayquantities.Finalfieldmeasurementsandcalculationswill  determinethefinalquantitiestobepaid,unlessotherwisespecifiedintheseGeneral P Notes. h  X<( 4 <DL44X<1.3 4 REGULATIONS   X9%4 4 <DLX9AllworkmustcomplywithapplicableFederal,State,andLocalregulationsinall 8 respects,includingcompliancewiththeOccupationalHealthandSafetyAct. P  X<( 4 <DL44X<1.4 4 CONSTRUCTIONLIMITS   X9%4 4 <DLX9TheContractormustatalltimesconducthisoperationswithinthepublicrightof  p way,easements,orworkagreementasshownintheplans. 8  X<( 4 <DL44X<1.5 4 UNDERGROUNDUTILITIES x!  X9%4 4 <DLX9Thelocationoftheundergroundutilitiesshownontheplansareasobtainedfrom  X# theownersoftheutility.  $  X<( 4 <DL44X<1.6 4 UTILITIESNOTIFICATION `"&  X9%4 4 <DLX9Atleasttwo(2)workingdayspriortocommencingconstructionoperationsinan #@( areawhichmayinvolveundergroundutilityfacilities,theContractorshallnotifythe $ ) ProjectEngineer,theregisteredutilityprotectionservice(18003622764),and % * theownersofeachundergroundutilityfacilityshownintheplans. H&!+  X<( 4 <DL44X< X9%4 4 <DLX9Theowneroftheundergroundutilityfacilityshall,withinfortyeight(48)hours, '(#- excludingSaturday,Sundays,andlegalholidaysafternoticeisreceived,stake,mark (#. orotherwisedesignatethelocationoftheundergroundutilityfacilitiesinthe h)$/ constructionareainsuchamannerastoindicatetheircoursetogetherwiththe 0*%0 approximatedepthatwhichtheywereinstalled.Themarkingoflocationshallbe *H&1 coordinatedtostayapproximatelytwo(2)daysaheadoftheplanningconstruction. +'2  X<( 4 <DL44X<1.8 4 PRESSUREPIPEANDFITTINGSSPECIFICATIONS P-(4  .h)5  X9%4 4 <DLX9ThewatermainmaybeofPolyvinylChloride(PVC)pipeinaccordancewiththe   X<( 4 <DL44X<53 x     X9%4 4 <DLX9followingspecifications:    X<( 4 <DL44X< X9%4 4 <DLX9PVCpressurepipeshallconformtotherequirementsofAWWAStandardC900 `  latestrevision.DR18.Class150.Allpipemustbeaminimumof4"ormeetOhio ( x E.P.A.requirements.  @  X<( 4 <DL44X< X9%4 4 <DLX9Fittingshallbeofductilecastiron.shallconformtoANSIA21.10(Class250    minimum)andshallbecoatedandlinedasspecifiedforthepipe.Fittingsshallbeof H   themechanicaljointtype.Thebranchoftheteesforfirehydrantsshallbe `  compatiblewiththeanchoringpipeasshowninthesfand'arddrawings.Provide (  requiredstandardandtappedmechanicaljointplugs.    X<( 4 <DL44X< X9%4 4 <DLX9MechanicaljointsandpushonjointsshallbeinaccordancewithANSIA21.11 0  incorporatingrubbergaskets. H   X<( 4 <DL44X< X9%4 4 <DLX9TheContractorshallberequiredtoinstalladetectabletracertapedirectlyoverand  onthecenterofthePVCmainforitsentirelengthtoprovideareflectionpath( P inductive)todeterminepipealignmentandlocationafterinstallation. h  X<( 4 <DL44X< X9%4 4 <DLX9Detectabletracertapeshallconsistofacontinuousaluminumfoilcoreinseparably  bondedtobothsideswithtoughhighdensitycrosslaminatedplasticfilms p pigmentedinbluewarningscolors.Bondstrengthofthetracestapemustprevent 8 pittingordegradationafter300hourscontinuoustestingperASTMB117. P Tracertapeshallhavefinalelongationofthreetimesitsoriginallengthbefore  parting.Detectabletracertapeontheaboveprojectshallbeequalto  ALARMATAPEasmanufacturedbyPaulPotterWarningTapes.Inc.Wheaton, X Illinois.orequal.Specifycatalognumbers#AT3100BW.3"1.000footroils  p withidentification""BURIEDWATERLINEBELOW".Identifyingprintingshall 8 be1inchhighboldblacklettersrepeatedevery21inches.Threeinch(3")wide   ALARMATAPEistobeburied30inchesdeep. x!  X<( 4 <DL44X<1.9 4 MANUFACTURER'SAFFIDAVIT  X#  X9%4 4 <DLX9Themanufacturershallfurnishanaffidavitindicationthatalltestsandrequirements !% ofthepipe.fittings.andappurtenanceshavebeenfullymet. `"&  X<( 4 <DL44X<1.10 4 ANCHORSANDSUPPORTS #@(  X9%4 4 <DLX9Concreteanchorsandsupports(thrustblocks)shallbeprovidedatallfittingsand % * changesindirectionofpipe.Theyshallbeconstructedasshownonthedrawings H&!+ andshallbeplacedagainstfirmundisturbedsoil.Mechanicalrestraintsshownon '`", theplandetailsheetmaybeusedwhereapplicable. '(#-  X<( 4 <DL44X<1.11 4 PIPEEMBEDMENT h)$/  X9%4 4 <DLX9Pipeembedmentshallincludegranularmaterialplacedtoaplanesix(6)inches *H&1 abovetheoutsideshellofthepipe. +'2  X<( 4 <DL44X< X9%4 4 <DLX9Thematerialshallbeplacedinlayersnotexceedingsix(6)inchesinthicknessand P-(4 securelycompactedbyhandormechanicaltampingtosecureagoodcompaction. .h)5 GranularmaterialshallbeofNo.57orNo.8stoneconformingtoTable7031of  the1991OhioDepartmentofTransportation(ODOT),ConstructionandMaterial x Specification. @  X<( 4 <DL44X< !X!!j!54   <( 4 <DL!<1.12 4 BACKFILLING `   X9%4 4 <DLX9Backfillingshallincludethematerialplacedaboveaplanesix(6)inchesabovethe    topofthepipe.Backfillshallconsistoffinelydividedsoilfreefromstones,rubbish, <   largelumpsorotherharmfuldebris.Thebackfillshallbetampedinsix(6)inch  C  layers.     X<( 4 <DL44X< X9%4 4 <DLX9Backfillwithinexistingpavedorstonestreets,alleys,driveways,parkingareasand h  proposedsidewalks,orwithinfive(5)feetoftheseareasshallconsistofadurable   gravel,sand,orcrushedstonemeetingtherequirementsofItem310.02ofthe   1991ODOTConstructionandMaterialSpecifications.Slagwillnotbepermitted =  forbedding,backfillfoundations,oranyotheruseonthisproject.Thegranular D  backfillshallbemechanicallytampedinsix(6)inchlayerssothatthebackfillwill   haveadensityequaltoaminimumof95%ofthatpossibleunderoptimummoisture b contentasdeterminedbyStandardProctorTest.Thecostofgranularbackfillshall i beincludedinthewaterlinepipe.    X<( 4 <DL44X<        1.13 4 TRENCHWIDTH 0  X9%4 4 <DLX9Themaximumtrenchwidthtobeusedforcalculationofquantitiesforpaymentshall U betwo(2)feetplustheinsidediameterofthepipe.  \  X<( 4 <DL44X<1.14 4 CONNECTIONSTOEXIST z  X9%4 4 <DLX9Newmainsshallbeconnectedtoexistingmains,usingproperfittings.Nocutinsor 8! connectionstoexistingmainsshallbemadeunlessatleastfortyeight(48)hours " noticeofsuchcutinorconnectionsisgiventothelocalofficialinchargeofthe V# waterworksandtotheEngineer,andtherelatedportionofthenewmainhasbeen  ]$ sterilizedandalltestingcompleted,assubsequentlyspecified. %  X<( 4 <DL44X< X9%4 4 <DLX9Extremecareshallbetakeninmakingsuchconnectionstopreventcontaminationof 2!' theexistingmains.Allfittings,valves,andpipeshallbewashedwithcleanwater !9( andthesterilizedbywashingwithachlorinesolutionhavingaresidualchlorine ") strengthornotlessthan50ppm. W#*  X<( 4 <DL44X<        1.15 4 ROCKEXCAVATION %!-  X9%4 4 <DLX9Rockexcavationshallincludeexcavationofsuchrockasmaybenecessaryin ',#0 connectionwithworkontheproject,togetherwithitsremovalanddisposal. (#1   ExceptunderspecialpermissionfromtheEngineer,rockremovedbyexcavation J)$2 shallnotbeusedforbackfill,butshallbedisposedofbytheContractoroffthe *Q%3 projectsite. *&4   X<( 4 <DL44X<        1.16 4 MAINTENANCEOFTRENCHESANDEXCAVATIONS -h(7  -)8 Ї X9%4 4 <DLX9AtalltimesduringtheprogressoftheworkanduntilreleaseoftheContractorfrom  hisguaranteebytheOwner,theContractorshallmaintainthebackfilledtrenches g andotherexcavations.Inparticular,thosetrencherorexcavationswhicharewithin n fifteen(15)feetoftheedgeofpavementsortheedgeoftraveledroadways,shallbe % keptfilleduptothesamelevelastheadjacentundisturbedground.Anysettlement  whichoccursduringthisperiodshallbeimmediatelyfilledintopreventthe C possibilityofaccidents. J  X<( 4 <DL44X<        1.17 4 WATERMAINTESTING Z    X9%4 4 <DLX9DisinfectionAllnewwaterlinesshallbedisinfectedinaccordancewithprocedures    outlinedinAWWAC651.Aspreviouslyspecified,allpipeinteriorsshallbecleaned 6  beforelayingandshallbekeptcleanthereafter.Chlorinationmaybeaccomplished =  bythecontinuousfeedmethodortheslugmethod.    X<( 4 <DL44X<      #s  55    X  9%4 4 <DLX9Afteramainhasbeencompleted,itshallbefilledwiththeportablewaterfromthe  publicsupplywhileexhaustingairfromtheotherendandatintermediateplaces K alongthemain,i.e.,atthefirehydrantsandcorporationstopsinstalledatthe R extremitiesofthemainforthispurpose.Afterfilling,theresidualchlorinestrength   ofthesolutionofcleanwaterandchlorineinthemainshallbedetermined.Allfilling p  operationsmustbeconductedunderthesupervisionoftheProjectInspector. ' w  X<( 4 <DL44X< X9%4 4 <DLX9Sterilizationcanbeaccomplishedwithasolutionofcleanwaterandchlorinehaving    aresidualstrengthof50ppm.Thesolutionshallbetestedattheextremitiesofthe L   mainandattheintermediatepointstomakesurethesolutionhastherequired  S  strength.Ifthesolutioninthemaincontainslessthan50ppmchlorine,asolutionof   cleanwaterandchlorinehavingresidualstrengthof50ppmshallbepumpedinto q  themainfromacleanedandsterilizedcontainer,whileexhaustingtheexisting (x  solutionshallremaininthemainforatleast12hourstoassurecomplete /  sterilization.    X<( 4 <DL44X< X9%4 4 <DLX9Duringthesterilizingprocess,themainshallbeisolatedfromexistingadjacent T  mainsandextremecareshallbeusedtopreventthepressureinthemainfrom   risingabout20psi.Thislowpressureistopreventandpossibilityofhighly r chlorinatedwaterfromenteringadjacentwatermainswhichareinservice.Afterthe )y mainhasbeenfilledwiththechlorinesolution,theexistingsolution,untilachlorine 0 residualof50ppmisobtainedthroughoutthemain.   X<( 4 <DL44X< X9%4 4 <DLX9Aftersterilizingthemain,itshallbethoroughlyflushedwithpotablewaterfromthe f publicsupplyuntilthewaterinthemainhasapproximatelythesamechlorine . contentaswaterintheexistingmains.Bacteriologicalsamplesshallnotbetakenfor  testinguntilthemainhasbeentestedforleakage. n  X<( 4 <DL44X< X9%4 4 <DLX9Whenthewaterrunsclear,shutoffthemainandletthewaterremaininthepipefor N atleastthree(3)days.Attheendofatleastthree(3)days,flushouttheentire  contentsofthemain.Careshallbetakenduringthisoperationtocompletelyremove   theoldwaterfromthemain.Afterthisisdone,shutoffthemainandletwater V! remaininthepipefor24hours.After24hours,anemployeeoftheVillageof n" WakemanwilltestthewaterforadeterminationofthealkalinityandpH.Incasethe 6# alkalinityandpHarenotsatisfactory,themainshallbeflushedagaintoremovethe $ oldwater.Afterthisisdone,shutoffthemainandletthewaterremaininthepipe v % foratleastfour(4)hours.Attheendofatleastfour(4)hours,repeatuntilthe >!& alkalinityandpHareapprovedbytheVillageofWakeman. "V'  X<( 4 <DL44X< X9%4 4 <DLX9Inallcases,testsforchlorinecontentshallbeinaccordancewithDPDtestin #) APHAStandardMethods,16thEdition,(1985). ^$*  X<( 4 <DL44X< X9%4 4 <DLX9TheContractorshallfurnishallmaterials,corporationstops,laborandequipment %>!, requiredtosterilizethemain. &"-  X<( 4 <DL44X<1.18 4 PRESSUREANDLEAKAGETESTS F(#/  X9%4 4 <DLX9Allnewwaterlinesshallbepressureandleakagetestedinaccordancewith )&%1 proceduresoutlinedinAWWAC60087.Whenamainhasbeensterilizedand *%2 flushed,aleakagetestshallbeappliedtoitThemainshallremainisolatedfrom f+&3 adjacentmainsandapressureofatleast150poundspersquareinchshallbe .,~'4 appliedbypumpingcleanwatercontaining10ppmchlorinefromacleanedand ,F(5 sterilizedcontainerthrough"a1inchcorporationstopinstalledintheendsofthe -)6 main,withtheContractortoprovideaninitialpressureof150160psi.   X !44X!!j!56 x <( 4 <DL!< X9%4 4 <DLX9Thepressuretestshallbestartedinanafternoonandthepressureshallbeonfor X 18hoursandthenthepressureshallbemaintainedat150psiormoreforan   additional6hoursbypumpingwaterfromthecontainer.Aminimumtestpressure  ofthe6hoursperiodthewatershallbemeasuredandthelossbyleakageshallnot `  exceedthatasdeterminedbytheformula: ( x  X<( 4 <DL44X< 4    <   L=SxDx(P)       4    <   133,200      X9%4 4 <DLX9inwhichtheListheallowableleakageingallonsperhour;Sisthelengthinfeetof `  mainlinebeingtested;Disthenominaldiameterofthepipeininches;andPisthe (  averagetestduringtheleakagetestinpoundspersquareinchgage.    X<( 4 <DL44X< X9%4 4 <DLX9WhenHydrantsareinthetestsectionthetestshallbemadeagainsttheclosed 0  hydrant. H   X<( 4 <DL44X<Ӏ X9%4 4 <DLX9Pressuretestingofeachsideoftheintermediatevalvesshallbedoneatthistimeby  shuttingeachvalveandexhaustingthepressureononesideandthenapplyingthe P testpressureof150psiormoretothemainontheoppositesideofthevalve.This h procedureshallberepeatedforeachintermediatevalve. 0  X<( 4 <DL44X< X9%4 4 <DLX9Ifthemainvalvesdonotpassleakagetesttheleakorleaksshallbelocatedand p repairedandthetestingprocedurerepeated. 8  X<( 4 <DL44X< X9%4 4 <DLX9Uponcompletionoftheleakagetests,themainshallbethoroughlyflushedwith  potablewaterfromthepublicsupplyuntilwaterinthemainhasapproximatelythe  samechlorinecontentaswaterintheexistingmain. X  X<( 4 <DL44X< X9%4 4 <DLX9TheContractorshallfurnishallmaterials,laborandequipmentfortesting. 8  X<( 4 <DL44X<1.19 4 BACTERIOLOGICALTESTS x!  X9%4 4 <DLX9Afterawatermainhasbeensterilizedandtestedforleakage,bacteriological  X# samplesshallbecollectedfromtheextremitiesandintermediatepointsalongthe  $ mainbyanemployeeoftheVillageofWakemanexperiencedinthetakingofwater v!% samples.BacteriologicalsamplesshallnotbetakenbytheContractor. -"}&  X<( 4 <DL44X< X9%4 4 <DLX9Ifresultsoftwoconsecutivesetsofbacteriologicaltestsshowthewatertobesafe, #( themainmaybeplacedinservice.Ifbacteriologicalresultsshowthewatertobe R$) unsafethemainshallbecompletelysterilizedandretestedagain.Sterilizingofthe  %Y * mainistheresponsibilityoftheContractorwhoshallprovideallnecessarymaterials %!+ andlaborandthemainwillnotbeplacedinserviceandaccepteduntilthebacterial w&!, qualityofwaterhasbeenapprovedbytheVillageofWakeman.TheVillageof .'~"- Wakemanwillperformtwosetsofbacteriologicaltestsatnochargetothe '5#. Contractor.AdditionaltestswillbeattheexpenseoftheContractor. (#/  X<( 4 <DL44X< X9%4 4 <DLX9Afterthebacteriologicaltestsaresatisfactory,arepresentativeoftheVillageof  *Z%1 Wakemanwillopenallvalvestoplacethelineinservice. *&2  X<( 4 <DL44X<1.20 4 COMPLETIONOFTEST /,'4  X9%4 4 <DLX9Whenalltestsonthewatermainhavebeensuccessfullycompletedandthemainis -)6 placedinservicebytheOwnernofurtherworkonthemainorvalveswillbe  permittedwithoutfullknowledgeoftheworkbytheVillageofWakeman. x  X<( 4 <DL44X<  @ 57 4    <     GATEVALVESANDVALVEBOXES X  4 GATEVALVESANDVALVEBOXES    X9%4 4 <DLX9Allgatevalveshallbecompressionresilientseatedvalvesconformingtothelatest ( x standardspecificationsoftheAmericanWaterWorksAssociation(AWWA)C509.  @ ValvesshallbeMuellerA236020orapprovedequal,bytheVillageofWakeman.     X<( 4 <DL44X< 4 Clockwisetoclose.       4 CASTIRONVALVEBOXES `    X9%4 4 <DLX9AllvalveboxesneedtobeCastIronValveBoxesTwoPieceScrewType.Valve   boxeswhenfinishedshouldbebroughtuptograde.Allserviceboxesforwater h  serviceshouldbeCastIronAdjustable: 0   X<( 4 <DL44X< X9%4 4 <DLX9CASTIRONSERVICEBOXES,ADJUSTABLE6500SERIES,SCREWTYPE   X<( 4 <DL44X<̀ 4 CASTIRONVALVEBOXES,TWOPIECE6850SERIES,SCREWTYPE P  !X  0 !!j!58  <( 4 <DL!<  FIREHYDRANT X  4 SCOPE    X9%4 4 <DLX9Thisitemshallincludethefurnishingandinstallationofallfirehydrantswithwatch ( x valvesandvalveboxesandtherequiredanchoringpipeandfittingsasherein  @ specified.     X<( 4 <DL44X< 4 HYDRANTTYPE H      4 MuellerSuperCenturionFireHydrant: (   4  A4235'BurywithWakemanHoseSpecifications    4  5"threeway2Hosenozzlesand1Pumpernozzle h    H  59  SERVICESADDLES X  4 PVCPIPEC900    X9%4 4 <DLX9Muellerservicesaddlesductileorbronze.Saddlescanbeusedinsingleordouble ( x strapstyles.  @  X<( 4 <DL44X< X9%4 4 <DLX9SERVICELINES     X<( 4 <DL44X< X9%4 4 <DLX9Shouldbe"ormore,servicelinesshouldbetypeKCopperorhighpressure `  plastic. (   X<( 4 <DL44X<Ӏ     !X  0  !!j!60  <( 4 <DL!<  LIFTSTATIONS X  4 LIFTSTATIONS   4 AllliftstationsmustbeEPAApproved,perVillageofWakemanspecifications. ( x   р 4 1. Allliftstationsmusthavebackuppower,hookups,perVillageof  @ Wakemansspecification.    ̀ 4 2. Allliftstationsmusthavepadtopullmotorsinstation. H   ̀ 4 3. VillageofWakemantakesprecedenceoverContractors. (  Ѐ   0  61  SEPTICTANKS X  4 AllSepticTanksshallbeOhioEPAapprovedandmustbeconcrete.Tanksmust  have6"of#57or#8stoneunderandaroundtankuptoinletandoutlet.Alltanksmust `  befilledwithwaterassoonasinstalled.Tanksmustbenolessthan10ftfrombuildingand ( x nofurtherthan100feetfromtheroadway.no90degreebendsfromthebuildingtothe  @ inletofthetank.Acleanoutmustbeinstalledeitherontheinsideofbuildingoroutside.All    tanksmustbeinspectedbytheVillageofWakemanbeforeplacingcoveraroundorover.all    septictanklidsmustbeexposed H      !X!!l!  `  !!j!62  <( 4 <DL!<  NEWSTREETS X  4 AllnewstreetsintheVillaeofWakemanshallbeeitherasphaltorconcrete.Allnew  streetsintheVillageofWakemanshallhavearightofwayofnotlessthansixtyfeet(60'). `  AllstreetconstructionshallbeincompliancewiththespecificationssetforthbytheCounty ( x CommissionersofHuronCounty.  @ ASPHALTSTREETS:     4 AllnewasphaltstreetsintheVillageofWakemanshallhaveaneightinch(8") `  crushedlimestonebasethatisgratedforwatershedandaminimumofatwoinch(2")base (  ofblacktoppavingplusoneandonehalfinches(1")oftopcoat.Allasphaltstreetsmust   haveconcretecurbandgutters. h  CONCRETESTREETS: H   4  4 AllnewconcretestreetsintheVillageofWakemanmustbecurbedandguttered.  Allconcretestreetsmustmeettherequirementsasinthefollowingpage(detailsheet) P headed PavementTypicalSection. h   0 63  $X