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Ordinance No. 0190
CItYOFMEDINAANDINAMCSdeteRlnlnspecificationsforconstructionandimprovementofstreetsnupernedinresolutiono6IClCOUNCILOPTHECITYHDINADOOMDAINAeai1oOThepposeof9OrdlnaeeisoprovideminlmstandardsforimpsvaUntsoexiatlnarrestsoPconstructionofnewsreetsihtheCityofMedinaHmeownePspropertyoersmOPPealOSaOdevelopersarorequiredtcmplywiththesesndnwhentmpvovinnnyoPhlonoftheexlstlnstreetsowhenplattiandordeveloptnnewstreetsovwhendeveloptneasementlanesfornceezS0sVpvovedbuildinsesAsuedherointhewordeMtreereferstothepavedooTtonofanyreheofwaycontainedwPinthecorporatelmtsoftCityofMednaMeetion2SreetClasgifieaiona8PeetswithintheCiyofMediasshe11beclassifiedasfellswaSrCGUNITYRTIRIAL3TRfiTi8thAVelEE12thStNeEthjergPeenPointdOerlak6lvethAvelOverlakeDriveverreenPolnoad8therreenPoXntRend84thjNElathStreetNE28thtNE12tbAllotherstreetsithinthecorporatelimioftheCityofMedias1CrossSeCtionCrossseeionofallStreetstobesonstrustedwithinheCityofNedinsshallbeinconrOmancetothesespecifleattonadescribedandsetforthin2azardConstructionraflEo1endNo2attachedharetoThesaidStandardCenstructonLletailserenadeepartofthispnragraphbyreferenceasthoughfullysetforthheroin5ubradTheeuhredeofastreetlathatporttoilofetreetuponwiichoradjacenttowiehurfacinorpavlmistobelacedTheenirwidthorthereadbedshallbeclearedofbrushweedsyeSstationanddebrisallofwhiahshallbeburnedordisposedoftothesatisfactionofthetVnSlneerIfthemountofmaterialinhssubradoncludinthatobtainedfromthedresslnoelopesandcleaninSofditchesisIneufielenttobrinthesubMraeetothelineanderadeshewnonheplanstheContrsotorwillberequiredtosecuresuchadditionalsuitablemRterialasmayberequiredfomthewideninEofroadwa 213outsorfromborrowpitswhohevaristhemeetadvertaSeousendrdcheverisnecessarytoproducesiitablematerialWithlucortegeareasofthecitystreetswillbeconstructedwheretheexistlnsurfacewillnotbeadequateForsubradepurposesWheresuchisencounteredhosubgradeshall5econstructedbyromevineallsuchidsslreblemeterialprovidin8undergrounddruinsetocrroffallsubsurfacewaterandbacftlltncwithsuitablemeterim1uchcsaosshellbetreatedindividuallyunderthesuperlsienoftheCityinineerThereshallbeprovidedstakeswhichintheopinionoftheCitynlneerareadequatetoproperlycontroltheconstructionOfShevettealandhorizontalelinontoftheentireproeetThesubgradeshallbebroughteafirmunyieldingolAffacestruetolinegradeenderemssectionbyrolinandcompactloginlayerswithsuitableequipmenttoproduce98percentofmaximUmdensityinsuradelhcndirectedbytheCitynIncerfielddenltyteatsshallbemadebycuallfledstileineersusinrovedtactequlfnentcisurecnentthecubredemmterlslsshallbecontrolledsoastoproducehemaximAmcoopscriesAllsoftspongyoryieldln8areaswhichmuybeorderedremovedbytheCitynEinerhallbeentirelyremovedendthespacerefilledwithuiablematcrlalendthoroughlycompectcdtenetleasthenq8percentofmaximumdensityOnderroundUtilitiesPriortOplacingtheuhraderavelorconstructinomentTreatedBaseallundergroundutilitiecsuchamwatersanitarysewerstormsewerpowerortelephoneshallbeconstructedcompletewithervlcecrossingsDitchbackfillhellhestableudcompactedtenotleasthus9percentofmaximumdensityCrushedurfaclnThenameandTopCourseshallbeconstructedinnclessthantwo2liftSThefirstshallbenotlensthenhinchesof1minuscrushedstoneThetopcQurmeshallbetwoinchesofg8mlnuscrushedatoneCrushedsurfsclnmaterialshallccraplywththerequirementsoftheSnndardpecficatlonoftheStateofWaNhinetonaepcrtmentofHighways1957The4rdstonoCthecrushedstoneshallconformtothefollowtnSlavealnmtioUueCourseTopCOUrse5o8o10IA305o5oe5UNo0sisre318523wUSNo2O9siewewet7o5maxlmaxThecrushedsoneforthebasecourseshallbeuniformlyspreaduponthepreparedsubEradeandmezSmodifiedbytheCitylnineeforspecialoaseN 7inthemnountsndtotheextentsliowronfheetailedsectioncontdheraiRfophelasaofstreebalm8constructedThetopeorsematerialhallbecarefllspreadInuchannerthatttshallhaveunifodepthnchorsehellbePolledlntilthemateriaIsthoraudiblycompactedThefinalresultshallbeenunyieldlndchutesfreefromiequalie8wthesnoothtightevensurfacetrueothe6PadslneandcrosseectloontheplansMonUnifommaterinlscausedbymegregalleaofmaterialspriortoeproadinshallnotbepreadtnequipeatendechntquemwhtchcausegallonshallnotbeperltedandIntheavengntionIsencounteredtheaffectedaashallberemovednndreplacedhcompliancewiththeepeciflRollishallbecplihedbytheueofaselfpropelledthreewheelroadrollerorapprovedtypehvIneweightonherearwheeofnotssthanhreehndradtwentyfive325poundsperlinearinchoftirewidhhorbyamadammultiplewheelpneamafctiredtwo2axlerollerhnvlnawidthofnotlessthanfive5andnomorehsevenndftveenths7CeeteqippedwithpnwnatictiresofequalMleRnddiemtarswithSmOothorroadsnmtisfaotorytotheCitynglneerThetiresonthefrontndrearelesslbestageredThearpressureinteevereltiresshallnotveryfrschothermorethenfive5potadsperqueinchThegrossweightofthemllershallnobelessthfourtonsnororethanleven11tonsTheweihoftherollershallbeasorderedbytheCityiEngineerwithintheabovelimitstoobtainmaximatepactonhepneumatictiredrollernhallbetowebyarubbetireractoovlightckAllthecenerUndernoclrcstnneeashallheoftheroadberolledfirstachcourseofsurfaclnfahaliherolledtnallthematerialdoesnotcreepundertheollarbeforeasuceaadtncourseofsurfaeinmaterialisappliedIngeneralallphasesofthisworkshallconformwiththeapplicableportionsofBeeton2ofthetendardpeclleattonsofthetateofashingtonDepartmentofHighways19573sphnlticConcreteFaremeatThebituminoussurfacingstsllbemetoftwo2inchescompactedthicknesseonfomlrtotherequirementsofSection32ofthetazldardSpecificationsoftheWashlntmteteHhwayleptrtentforClaaI3AspbalticConcreteTheasphaltleconcretelxproportionsatheasphaltcementcontentshallconformwiththecurrentrequirementsoftheaahtngtonStaeHighwayDepartmentDistrictnginaerfortheeMregaheattheplantsupplyingthemixunlessotherwiespeclfiadbytheCitynglnearTheactualsphalticconcretetonnageshallnotvaryorethanfivepercat5pluserminusfromthetheoretiealquantitycalculatedonthebasisofnine9squareaSspartonforasampastedthicknessunlessotherwiseorderedbytheCityngtneer Allconsruoi0nworkshallconformwihbaapplicablerequirementsofaction32ortheStandardSpecificationsThecontractorshallexerciseextremecareinplacingthebituminousmathiorderthatitwillconformstrictlytothealignmenthewnontheapprovedplansAlltrucsshellbeequippedwthpneumatictiresandbothpeedNodlodshallbesoregulatedaaintheopinionoftheCityntneerwillnotbedetrimentaltotcitytreatAnydamagedonetOhepreparedubradeccuaedbytheContractorNequipmentshallbeImmediatelyrepairedbytheContractorthiscnexpeeal43ShouldthemxtureontheroadbedaowanexoemSordeflclcncyofcementorunevendistributionofcemenduetotnsuffielontmixingorfromthen6regatobeingexcessivelyhotorcoldheconttionahnllbecorrectedbyremovlnsuchunsatafaetormixturefromtheroadwayIspoln8ofitaedirectedbytheCitninerendbytheumsofeddtlonnleatisfsotorybituminousmixturebrnthebituminousmattoitspropereectonandcondltinCompactin4TttumtnousNixtureAfterthebltucnlnousmixturehasbeespreadtheContractorwillberequiredtothoroughlyrollthebituminousmetothemattelectionoftheCityngineerwthmodernthreeheeledortandepoerrollerehln6notleesthenen10tnsntilcmpactednndtruet5thecrossactionehownontheplansTherolllnhellbeInathheedgesoftheroadwayndshallprogressparalleltthhecenterlinoverlapineachtmetheportionpreviouslyrolledandhallcontinueuntilthematishorouhlycompactededoesomoveorcreepwhilehelnrolledTherollershallbenoodconditXoncopableofreversingithoutbacklashsodehalleopratedbycompoenndexperiencedrnllemnThefinishedsurfaceshallbemoothandtruetoredeandcrosssectlonsodfreefromirPegularitlesIndiatelyafterthebituminousmixturehasbeenproudendcompoctedteptheathellbemodetodetermineheunlforvnityofthethicnofthebituminousmetShouldtheeetextsshothereisadeficiencyfromthempcclficdhlckusmreatnrthanonehalfXnuhtheContractorshallberequired0reovendrelayhebttumhxouamatCdrrecttonofDefectSIfdurlntheconstvuctonOfthesurfaceorwithinoneyearafterthecomVlettonofmyonecontinuumeetleoofroadwayanyraveltrofthesurfaceoccursordefectsofanyktndappearWmlchravelin6ordefectsarcduetoleeknfuniformityinheepplieattonofrookorbituminouscementorOfeultyworkmenshipormeterlelssuchdefectsshallbecorrectedtothesatisfactionoftheCityn6ineep3houldersshouldersshallbeconstructedtothelivesEradesandcrosssectionasshownOntheplansendinaccordanceMihtheseapeeifioaIoneUnfavorableWeatherAsphaleepmentforPrimeCoashallnotbeappliedwhenthegroundtemperatureis 5lessthanfiftyde6reosFahrenheit50oFwitheatthewrittenconssnortheCitynincerBituminousmixtureshallnebeplacedwhenthercundemReratureislessthanthirtyfivedegreesFahrenheit35FduringratastemsrainyweatherorwhenthesubgradeiswetorfrescoAllworkhallbedoneduringclearingorfairweatherEituminousmixtureshellnothedepositedontheroadstherolllnlofwhichcnobeentirelycompletedbeforedarkheplacingofthebituminousmixtureatnightwillnotbepermihtedDrainageItandardetatlSAllnewconstructionshallprovideereetsenstruetedinaccordancewiththeStandardOetatlaincorporatedinhiaordinanceendlneludinstemsewerscompletewithbenacaesarappurtenanceSAdequateprovisonafordrainaeroUteSbeyondthelimitsofsprivatedevelopmenmustbeworkedouttothesatisfactionoftheCityCouncilpriortofinalacceptanceofanyplarlvewayCulvertsCulvertswillberequiredwhereprivatedrivewaysleadfromextstinstreetswiehhaveopenditchesuchculvertsshallhveaminimumdiameterof12inchesmadmlnLmusnlenethof15feetCulvertsshllbeStandardConcreteculvertpipeofthetongueandreovetypeorequalThebackfillcoverevertheculvertpipeshallbeaminimumof12inchesTheinsertofthepipsshallbeatthesamegadeasthebottomothedrainageditchndwallsshallbeomasonryconstructionWhereverpracticalprivatedrivewaysshallbesodesignedastodrainellsurfacewaterintothedrainageutterorditchtandardengineerlogpracticesandproceduresshallbeobservedCrossCulvertsCroasoulvertswillberequiredwhereeveritisnecessarytocarlstormrsnaCeacrossastreetri6htofwaythatdoesothavestemsewersSucheressculverssh1beOfsufficientsizetocarrytheanticipateddrainageInnocaseshelltheybelesshen12inchesindiameterTheCitynineePw11determinehecrossculvertsieifa12inchdiameterisdeemedinsufficientulversshallbelaidonauniformfirsdeofnotlessthen05endshallhaveamivtmumcoveroflainchesCulvertsshallbestandardconcreteculvertpipeorequalexceptthat18inchcodlargerculvertsnayberequiredtobeofreinforcedconcreteculvertpipeConcreteoraspbalticheadwallsmayberequiredtopreventerosion5StormSewerandCulvertPipesPiperenthTheminimumstrengthrequirementsforthevariousypesofravitsewerpipeshellbeasshownbelowAllpipemustmeetboththe001inchcreekandultlmaestrengthsinaccordancewithapplicableASTMSpecificationslistedbelow fPipa6e810A3TCllPoundsperLlneaFoo2000OO1rackUltimateStrengthi2STMC76572000300015ASTNC765725002750Testmethodsfortheabovestrengthshallbethe3edgebealngtestmadeinaccordancewithASTMeatncttonC7657ivorymanufacturerfumishingpipeundertheseapecifteetlonsshallfurnishallequlponneeessayinparformlnthesrengthFillTestSewerpipsfurnishedunderthesespecificatoneshallmeettheFOllOWlrAfilltomcatFillstThepipeselectedforthetestshallbeplacedsploenddownonasoftrubberpadoranyothersatiefaetoquicklyassembledplugwhichtheContractormaydeviseThepipeshallbefilledwithwatertoalevelabovethebellandshoulderandkeptfullforaminimumperiodoften10minutesAttheendofthistimetheouersurfaceofnotlessthaneightypercent80ofthenumberofpiecesofpipetestedshallshownomoistordlpspotsduetowaerpassingthroughthewallsofthepipelestSpecimensThemanufacturerOrsellershallfurnishwithouchargespecimensforteatsuptotenpercent10ofthenumberofpipeofeachsizeincludedintheordersexceptthstinnoeaseshalllessthenten10specimensbefurnishedforanyonetestThespecimentobetestedhallbeselectedbytheCitynSinesatrandomfromthemanufacturerisstockpileorfmtheJobsite543JointsConcretemowerpipeJointsshellberubbertypethecementmortartypeattheoptionOftheContractoraRubberCoupledTypeJolnsxAprovedrubberaaketsshallbeinstalledinstricaccordancewithmsnufaeturersprintedinstructionsIftheCityninverdeemsitnscessarFtCnaeorshellprovidethewItteninstructionsontheJobsieinthehEdsoftheforemaninchargeofinstallationsothatwordofmouthsinstruoionscentrosytothemanufacturepierecommendationsarenotusedJustpriortoinstallingeachlonethofpipethegasketandthereceivingbellshallbeproperlyreatedInaccordoncewithmanufacturersrecommendsfloesThenhepipeshallbesarafullylaidinplacewithcarefulconsiderationgiwentothepropersetingofthegnatcatbCementEortarJointIsPIpeshallbelaidwiththe6reeveupstreamAshallowalterationshallbemadeunderneaththepipeattheJointthisapacetebefilledwithmortarintowhichthenextpipeisbeddedwhenlaidThegrooveendofthefirstpipeshallbethoroughlycleanedwithawetbrushandalayerofsoftmortarapplietothelowerhalfofherooveThetongueandofthesecondpipemuSbethoroughlycleanedwthawetbrushendwhilein ahorizontalpositionalayerofsortmoltarappliedtotheupperhalofthetonSueThetongueendofthesecondpipeshallthenbsnsartedintotheroovsendothefirstpipearthepipesdrawntightlytoethesquesznovtuontheinsideldoutldesurraesTinteriorshaltthenbebrushedscothndheeedtomskeerainthattheJoinIsfullarodtheenscicfeneeManholesCscbealnsandIletsRanholeSManholesshallbeprocastreinforcedmanholesInaccordancewiththeCltysstandardsarhesrcificatlonswrittenendadoptedbytheProCostCommitteeofheConcreteProductsAssociationofashlntonenholecoversshallhaveaclearinsidediameterof2inchesandshellhaveaminimweightof0poundshewods5TOHHSEWEBsshallbeinraisedtwoinchlettersontheccve552CatchBasinsarulCurbInletsCatchBasinsandCurbInletsshellheinaccordancewiththeCltTsstandarddetails565eddlnGraveladdingraveitobeusshallbeOfTtpeendgredatlontoprovidemsolidcompactbeddinginthetrenchBeddinFavalconsistinSofacleanbankrunsendandgravelfreefromdirtrootstopsoilanddebrisandconanlnnotlassthan3retainedonainchsieveandhavtnellstoneslarerthanwo2inchesremovedtuohbeddlnravslshallonlybeusedinadryrenehbooleanfreefromquicksandorrunninsand57TheContractorshallberesponsibleforprovidingadequatepipeheddinlanduarantealnghlmworkAsampleofthematerialtobeusedforbeddlnagavelmustbesubmittedtothedityrigInsetforapprovaltormSewerDesinnTheCitynineerwillestablishthedesignbasisforallstormsewersystemshareitisdeemednecessaryinthebestinterestsofheCitytheCityntneer111preparestorssewersysteconstructionplanstobefllowedintheconstructionofcertainprojectshenestsofthisservlcetobebornebytheparticularowner571StormSewerconstruction5711TrenehExcavationGeneraleouirementaXOnehundred100feetinadsnco7tpelayinwillbethemaximumlngthofopentrenchpermissibleonanylinaecaptattheendofeachdassoperationsthereshallbenotrenchinwhchpipslayingandembedmeathasnotbeencompletedBacEfillirAgshallfollowbahinlthepiplayinascloselyassettinsofhemortarwillpermitandtheContractorshallnothavemorethansixhundredandsixty663featofthetrenchopeninwhichthesewerhasbeencompletedwithoutspecialwrittenapprovalfromtheCity 5712haConeracieralibrespoUsihleforrestoringtoaconditionequaltotheiroriginalconditionanyandallezletirutilitiesculvertssditchesdrainslndscapiorotherfacilitieswhicharedesdaaareRlltoftheContrectereoperaticuSendshellserethecityhelmlessfrcanyendellliabilityresultingfromhisoperationsortheperformanceofworkantheprOJectDewarstingsFlpetrenchesshallbekeptfreefromwaterdurinexcavntonpipelayingendJoinringendpipeembedmeatinenacceptablemannerurreeewatershallbedivertedndgroundwatershallheeptpumpeddownorotherwiseremovedtotheextentnecessaryokeepthetrenchfreefrowaterendthebottomstableBeforetrenchinoperationsbegintheContractorshallhaveevaliableonthesiteofthworksuffficiantpumpingequipmentendorothermachinerytoensurethattheprovisionsoftheaboveparagraphcanbemaintainedPipeBeddingFirmstableHaterisisherelrmstablematerialisencounteredfinalexcavationshellbemadeaccuratelyogradebyhsmdsothtfullsolidbeddtninprovidedalontheentirelengthofthepipePipeClearanceinHockLedgereekbouldersorstonesshellberemovedtoprovideaminlmmnicevanceofsix6tchesunderthepipeAllmaterialstusremovedshallbereplacedwithbeddingmaterialasdirectedbytheCitynineerioftUnetableaterialWheretrenchbottomsIsinquisksandmucpeatootherunstablematerialastablefoundationshallbeprovidednsfirstapprovedbytheCitynetneereitherbyreovalridreplacementofneoessaamountsofthematerialwithgravelorbyspecialtirebaringplankloSpillSorcombinatleneftheseerethelwiseasmayappeartCbeexpedienteNonUnlfolmNaterialxWheretrenchbottomIsthroughnonuniformmaterialsuchthatitIsdifficulttoobtainauniformbearlnforthepipeasmuchmaterialshallberemovednsmebedlreetedbtheCitygnglneerandreplacedwithsuitablebeddingmaterialPiPeLaylnPipeAlinmentsThepipesshallbesolaidinthetrenchthattethesewerIscompletedheinteriorsurfacethereofconformsacctPately uobybklwlllsolidtwnmanholeswillrmitwithheosslteualdtheGradesshallbeoatridbmansoratautStrodewiresuppertetOnriPelyttermabtnemllnottuthirty30fNoClesstutheluuseat0till5des11OcustaulyoekmntheeveutatterbeardsdonotlineupsthewmkshallbeimmediatelystoppedandthecauseoftetaublexmediedbefoxproceedingwiththeWOrkAAXJJAm8oaseachlengthbeenproperlyplacedaMjointedbetweenheslloarsfullyearhotllvelasdreottheCityElerSufflOeummatamptshalldoneteeldthepiselidltxtsuooeedXJointtsplaceTleinteriorofthepipeshallbeeptoleauarterialallktsaeachJntutwrialeaeemutmortarJointsareusedtheinsideofthebellendtespigotoftheextpipeshallfirstbenerofullyOleonedAelseelyvistedhepoPaktmgastatofsuetdistsrmstOsppbthei2atprrdoaMaQeutrioJointaOfsufioleutlehtossOvUMmlapathetwllumItellNlaidinthe11foptheetrmfeeaMoverept8ooMefCxpisllheldupsesllytertmerlveneeOfstmllmroJointsllthenfXllewithrlllwthmvesmvoloffaanmedeeswiththe outlidsoftheplDeOpipeeof2bwthemullettmmmomarmovdfhepie12fooeallexoetmuterialemdwhelqledushmysimubslywihhesaeoasamultitudeAerheJoluisoletsItshalemaoerbmimeamomaelfrtenmixwiththelemmmmuKemolemaryoomaothemFoelyluieewhensqueeslnoa11withthePiKeenendlessremduisseifisDipsIllmdedthorytslaMisuitableellltsPialneahssrouasbetplWFillydividedearthsruestieslepernihdiaNtePsefrweterslCussessllusedirsvsileOtlseckrlllvelsllusedlsfilllspinWslloinullsmnntIseoletoanelsvstiaethettpiCaresllexeroistoassmhattheisinnwyllstditmnAftemmnisplaeItsllwatersetlfcrebvemmieFtheekfilltsplaoeessoisesoiftedbytheCityokfllllbePiEmntmmmsablempeotflemntshallbbycastt4slulol4theearthintothethwhiehmeurtiallyfilledwithwaorwrevercoitiohisupolsble3uffloles11usaswymarmoessayotCityEiertolurrheve1S11theoutmotsrespslbllttyeoSeeflotloftplpeMlnglatdIspreventSe9IntheopinionoftheCityEiePterseblsutlsnotpetioalearhsllplaolutheinlayersnoter12lsdeepsonlltaupowithinte3feelopthblaeerthwithrltrbor thepoheleveloheeehesubgladegravelbebaskfilledwithempaotedpituugravelwhlohhasbeenapprovsdbytheCitynglueerNolargerockoropaotmegleoofmuolfyslayeotheroouaolidatmmakeAelweightugever100peUnstrollbepermittedtodropmorethentee3feetlutetheteuohunlessoushlonebyatleasttwo2feetofloseeatertelfielargerekshallbeplaeedwithintwo2footoftetopofthepipeorwlthln18inCheSoftopoftrehaxeoptwiththeSpOOlfiepermissiOnoftheCityEngineerMounRiKxoeptwhereoharwlsespasflediranotbaskfillingshellbeOesploedbyneatlymoudlntoaorownOlabout12lmhastaximumSoarpaStedhalgiltabovegroumtlevelExeessqTufftolmuhHaterisisXnalleaseswhereitlonotqeoeesarytoreestablishoriginalGroundlevelsaxemewnaexialshallbeeapedovertherenohasadditionalmournlingrmitt8leoesseeytoremoteaxeseawaterislemaceshallbermaeveenddisposedofiuausurieseettsfaotorytotheOwnerandtheCityEngineerItwlllheteCouraoboreoresponsibilityohaulinandreplaceohisownexpensematerlaiRaSy1Orlopleto0111llepavingTimeIntervaINoxspsVsmenshallbeattempsuntilafterthebeakfillhambeenellswedtosettletoadegreeofeepaottonsatlfaoytotheCityEngineerDUringtheperiodsettlementtherenohsuxaoeshallmlntbyheConokoPInsuohaPvevlissubaearyasplohsseCoursesBaokrtllshallbexmeveddepthasrequiredto1heltalhtiofnotleestn6lheootdepthoflubeVO1tsurfmooofwhlOhellghtoprrelevatltooetvetfllv1ascalledfoPBtuinousReveHnttEttumlnsreuensllMoftheatglvenaerlalsaofooutruetlsubJeotoaraleCityEer shallntbenderCakenuullallhewrkontheprojecthasbeencepletedanttlsuchearllaxttmeasmaybeflXltheCityEugtnserTtmpovtryrepavementshallbesix6inchesofonashedrockwithonasphslptohplaoeeassoonaftercompletionofbeakfillastheCitymydirectFinalocncreteropeaccentsuallbemadeusingHlearlyseughOeeeutconcreteantshellpcvidehefullthiCknmsssThesrfaCeshallbematchtheexistingpavementeadersshellbeinstalledattheJuntiuwithallexisttqpavementsolexpansionamicontractionJointsconstructedwheredirectedbytheCityEngineerectiouParsirafeeslsnsandinaneotimas1owokwillbeallowedonCityofedinsrightofwaywithoutfirstsubmittingPlanandlefiledofSheproposedimprovementsandobtainingapermitfrombeCityTheplansshallshowthelocationotentanddetailsoftepvOpoSodimprovenentoTe3setsfpissshallbesublttedmofwhichoneapprvolmetwillhewiththepermit31ezmhsllbempmlfeeof250forchloeatlemmmudluaddltlouthepenithOlderamhellpaymeumtoeB0permanhourmpeuInchecklugteplmmaandlnwpeotlngtheworkAnearlnoteofmmlfeeschillbem8ebytheCitynglneermudanamountequaltomsleettmatemumllheaepoltedwlththeCItyraamxerbythepermitteepxlortolmuanoofapaxwitZnapeotlouofthaworkall1bereqnlxdperiodicallyeachphameoftheloeatmudbforemtatlugthefollowingpbeeeoThefollowingInspectionsconetlutoamlnlmumo1olDrmtneeuponcompletionexoptforbaCkfillo2ubglmdeopartleuupouoomplotlonmmeCotrmeupoucompletion8urfcolugdurlngenstrmCtlonanduponoletloullnalluspeotlubefoxemcoeptmnebytheltyo5Itmhmllbetherecpoulbtlltyofthepermitholetofurulahmaterialsmudworkwsnshlpinaccordancewiththemecpeotflomtleummudthemprovxdplana6oAytmsatimfactorymaterialorwokmmnahlXmlsocexedh11ImmediatelyheremedoroarroOtedbefcuepxeoedlngwithfurtherpoxaloneoftheproject7ersitisdeemedadvisablebytxeCityEngineerduotoqballlbedepomltedwiththetitofedtnaiuanamounttotheCityEngtuwormestimateorheworktobedneontheCityightofwayaldbIsaguaranteethattheworktobedonendortheplmmitshallbeoomplotsdinpeailiadtimeandinacooLancewiththisordlEan6eapealliedtimetobeostablishibytheCity AllwmkerfmedunderthisoilUsuolMallutdtofreeofdefectivewornshlpamaerlsfaWrlofenfthedateofacceptancebytheCtCilIuevenadefetsshouldooevtdeuduiheautytheCCtDayslUrllwthiuten10eyeafterothemltefaotltClyEieOftheiCelallotreeotireofallOi8ffeotiveDateThislmesllkesSlinsuMutlOsiitsssstsamedayTOFiletCITIATTOIiCITY