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BCRA GENERAL NOTES: BCRA GRADING NOTES: � � 3
<br /> 1. ALLWORK, MFTERIALS,FlNDTFSTINGSHAILBEINACCOR�ANCEWITHTHElATESTEDITI0NI55UEDGRIORTOBID �ATEOFTHEWASHINGTONSTATE 1. AOACOMPLI/NCB � o
<br /> DEPANTMENTOFTRANSFORTATIONSTANDARDSPECIFlCATiONSFORflOAD, BRIDGE, AN�MUNICIPALCONSTRURi0N �W5DOTSTD. SPEC�, DEIETE � <
<br /> MEASUXEMEM AND PAVMEM PROV�SIONS, ANO WSDOT STANDARDS PIANS(WSOOT STD. PLANS�, EXCEPT/5 MODIFlED BY THE CONTRAR a. SHALL BE IN ACCORDANCE W ITH CFR 28, PART 35;
<br /> DOCUMENTS. ALLREfERENCESTOOTHERSTANDARDSANDSPECIFlCATIONSSHAIIBEINACCOR�ANCEWITHTHELITESTE�ITI0NIS5UEDPRIORTOBI� b. FOPWORKINTHE0.IGHT-0E-WHY,CFR28, PqRT355HNLl9E5UPPlEMENTEOBVTHEVOBLICWORKSPIGHTSOFWAYACCE551BILITV6WDELMES � g
<br /> DPTE �PPOWAG� ANDCITVOFEVERETfDE51GNANDCONSTRUCTION4AN�AftDS/N� SPKIFlCATIONS. � � t
<br /> 2 E%ISTINGTOPOGRAPHYANOBOUNDARYINFOHMATIONPROVIDEDBVMEADGILMAN &ASSOCIATE5, 11/03/ll. cALLSREIMP0.0VEMENT55UB1EQTOTHEAMERICANWITHDI5A81LIPESAR�ADA�STAN�AR�SFORACCE551BLEDE51GN5HqLLMEETTHE -
<br /> FOLLOWIN6 Ml�%IMUM SLOPES. IT IS THE SOLE RESPON5101LITY OF TNE CONTHAROR TO REM W E AND REPLACE IMPROVEMENTS OUT OF � '
<br /> 3. COMRAQO0.55HALLFAMILI/RIZETHEMSELVESWITHTHESRElNDSHALlORINGANY �ISCREPlNCIFSTOTHEATfENTIONOFTHEENGMEERP0.10NT0 COMPLIANCEWITHTHEADASTANDAftDS. � LLQ
<br /> UNDERTAKING THE AFFEQED WONK. � LL
<br /> 4. ANYD6CREPANCYINiHESEDRqWIN65, 5PECIFlCNTI0N5, AN�/ORTHESRECON�ITIONSSHNLLBEPEVOftTE�TOTHEENGINEER, WHOSHALI/�ORESS 1, THEFOIIOWIN6MA%IMUMSLOPESSHALLNOTBEEXCEE�EOUNLESSNOTEDONTHEPLANASN "MAXIMUMEMENTFEASIBLE" (MEF� LOC/TION'. � a
<br /> SUCH �ISCREG/NCY IN W PRIN6 /FTER REVIEWIN6 NNY CHdNGES. NNY WORK DONE BV THE CONTRA<TOP AFTER THE OISCOVERV �F SUCH DISCPEPANCY M
<br /> SHALl9E00NEATTHECONTRACfOR'SR6K. VEPIFYANDCOOPOIN/TETHEDIMENSIONS/MONGALLDPAWIN6SP0.10RTOPROCEE�INGWITHANV a. LONGITUDINAI/RUNNINGSIOPEOFWNIKWAYSANOCROSSWAlK5�. 5.00% W � g
<br /> WORR. b. Cft055 SIOPE OF SIDE WFLK 2.00% ~ �
<br /> i BURIEDUTILITIES/RESHOWNINTHEIRAPPRO%IMATELOCATION. PRIOATOINSTAILATIONOFANYPROIEQIMPROVEMENTS,VERIFVLOCATIONAN� �. �ONGRUDINAL/RUNNINGSLOPEOFHAMP�. 833% '
<br /> ELEVATION Of E%6TING 11TILITIES. IN THE EVENT OF ANY pISCREPANCY FROM THE WFOHMATION G0.ESENTE� ON THESE PLANS, CONiflAQOR SHALL
<br /> NOTIFV THE EN6 W EEP IMMEDIATEIY. d CROSS SLOPE OF 0.AMP: 2.00%
<br /> a. THELOCATIONOFE%ISTINGUTILITIESSHOWNMAY �IfFERFROMAQUALLOCATION. CONTftACTOPSHOULDNOTASSUMEUTILRIESSHOWNWILLBE eLONGITUDINAL/RUNNIN65LOPEOFIANDINQ240%
<br /> THEONLVUTILITIES/OBSTAQESTHFTMAYBEPPESENTONTHESITEVEPIFYEXISTINGCONDITIONSANOPflOCEEDWITHCAUT10NAROUN�ANY ECROSSSIOPEOFIANDIN6'. 200%
<br /> HNTICIPATED PEATURES. GNE NOTICE TO UTIIITY GURVEVORS RE6AP�ING DEMOLITION /ND ftEMOVAI OF SERVICE LMES AND CAP LMES BEFORE
<br /> PROCEEDING WITH FURTHER W00.K. g. TOP OF CUXB SLOPE PT RAMP FIARE 10.0� �Zl � wN �o
<br /> 6. AS-6UIlTRECOPDS: KEEPTHREE5ET50FDNAWING50N5REATALLTIME5fOP0.ECORDIN6AS-BUILTWFORMATION. ONESETSHAILBEFROVIDEDTO h- fLOWLWESLOPEAiPE�ESTRIANCRO551NG: 2.00% G��,�6�� �A�PO
<br /> THEENGINEER/NDONETOTHECRYOFEVEREITCITYENGMEEP. ONEELECTRONICSETOFAS-BUIITDRAWING5INPORTABLEDONMENTFORMAT 3. RREPTOGWTECHNICpLENGWEERINGREPORTBYLIU &ASSOCIlTES, INC., D/TE� OCTOBER25, 2012FORMFORMATIONONEXISTINGSRECONDITIONS '� cR'� y
<br /> IP�F) MAV9EVROVIDEDINLIEIIOFMULTIVLECOPIE5. 5UflVEYEDAS-BUILTINFOHMATIONINAUWCA�ANOVDFFORMATSHALLBEVROVIDEDFONTHE qSWELLASSITEAN�501lNEQUIHEMENTSFORTHISPqOIER.
<br /> FOLLOWING:
<br /> 4. THESGOTELEVATIONSINDICATEDONTHISPIANREPRESENTTHEDE5IGNTOPOFPAVEMENTUNlES50THERW6ENOTED. . 4
<br /> a OO�1flfO0ND/OPSlNITARYSEWERSTRUCTl1PELOCA➢ONS �STATIONNNOOFFSETIFNPPLICA9LE� INVERTAN� RIMELFVATIONSTOTHFNElftEST S. PROVI�EGOSITNEDRAINAGEAWAYFROMBUILDINGSFOftALLNATURALAN� PAVEDAPE/SAND6RADEALLARE/STOPRECWDEGONDINGOFWATER. F£y,R�C�gpgF�'9�\��
<br /> 6. ADlUST ALL E%ISTING MANHOLE RIMS, OP/INAGE STRUQURES, VALVE BO%ES,VAULT LI�SANO UTILIiY ACCE55 STRUCTURES THAT WILL BE PRESERVED S�ONAL Ea
<br /> b. DRNEWAY/ROAD CENTERLINE AND GUTfER PPOFRES HT BEGINNING HNO ENDING STATIONS ANp END OF Rqpil. TO FINISHE� GftN�E WITHIN NRENS AFFEQE� BV CONSTRIICTION.
<br /> c WATERSYSTEMLOCATION (VALVES, FIREHYOPANTS, BLOWOFF,AIRVACASSEMBLIES, HC.�TOTHENEARESTO.lOFEET. J. qLLUNSURFACE� AftEA5DI5TURBEDBYGRADIN60PERATIONSMALLRKENETOPS0ILPERTHElANDSCAFEPLANS. 06-OS-2018
<br /> J. THECONTRqQORI550LELYRE5GON5BlEFORDEVELOGING, E%ECUTINGANDENF00.CINGASAFETVPIFNTOPROTEQWOPKERSANDTHEVUBLICFROM 8. UNLESSOTHERWISENOTEDINSTALLBIODEGIVA�ABIEERO510NCONTPOLBIANKETONALLSLOPE53H1VGEPW5DOT8-013�3�. BL4NKETSHALIMEET
<br /> I W URV OR HNRM.iHE GLNN SHALI CONFORM TO NLL LOCAL,STATE AN� FEDERAL REGUlHTiONS AND MQUDE THE FOILOWING THE WS�OT SID. SPEC. 9-145�2�.
<br /> a. CONTRACTOR SMALL CONSULT W ITH THEIP OW N GEOTECHNICAL ENG W EERING EXPERT FOR DETE0.MINING SOIL CLASAFlCATION REIATNE TO SAFE
<br /> SLOPING OF 5016.
<br /> b. COMRACTOR SNAIL DETERMWE SAFE E%CAVATION AND OEWATERING METHODS, MONITOR E%CAVATIONSAND EARTHWORK OPE0.ATIONS FOR
<br /> SAFETV CONCERNS HN� PROVIpE SHORING AND OTHER PROTEQION AS REQUIRED TO P0.0TECf WO0.KE0.5.
<br /> c IT IS NOT THE INTENT OF iHE CONSTflUQION DONMENTS TO DIQATE ANV UNSAFE CONSTRURION MEANS OR METHODS,CONTRAQOR SHALL
<br /> �ETERMINEMEANSANOMETHOOSOFCONSTftUQIONCONFORMWGTOTHEIRSAFETYPLANASRFQUiREOTOCONSTRURWORNSHOWNONTHE BCRA STORM DRAINAGE NOTES:
<br /> CONTRAQ�OCUMENTS.
<br /> 8. VROTECTTHEPIIBLICATALITIMESWITHFENCING, BARRICA0E5, ENCLOSURES, AND/OPOTHEAAPPNOPRIATEBESTMANAGEMENTFRARICES; I. ALLOWN9LEGRAVIiVSTOPMDRAINFGECONVEV/NCEGIVESAN� FlTTINGS�STORMDRAINLME/ROOFDRAINIINE� CONFORMIN6TOW5DOT5TD. 5PEC.
<br /> COORDINATE MENSURES WITH OWNERANDFHI. ]-00. THE FOLLOWING MATEftIN15 MNY BE USED, UNLESS OTHERWISE I�ENTIFlE�SPECIFICALLY 0N TNE PL1NS'
<br /> 4 CONTINUOUSFCCESSSHAIIBEMAINTpWEDFOHTHESURROUNDIN6GROPERTIESATALLTIMESFORTHE �URFTIONOFTHEPftOIEQ. a. 50LI�WFIlPVCSTOPMPIPEANDFlTfINGS�PVC). MINIMUMCOVERSHHLLBE3.00'.
<br /> b. CORNUGATED VOLYETHYLENE STORM SE W ER GIGE NN�FITfINGS (CPEP�. MINIMUM COVER SHAllBE 200'.
<br /> c DUQIIE IRON SEWER PIPE AND FlTfINGS, ClASS 52 (�I�. MINIMUM COVER SHALL BE 1.p0'
<br /> 2. ALLOWABLEUNDEPDRAINVIPESANDFIITINGS �FOOTING �RAMIWE� CONFORMINGTOWS00T5TD. SPEC ]�01:
<br /> a. PERf00.ATED PoLVVINYL CHLORIDE ONDERDIVAIN PIPE(PERF. PVQ.
<br /> b. PERFORATED CORRUGATED VOLYETHYLENE (PE) UNDERDRAIN GIPF (VERE CPEP)
<br /> 3. INSTALLAllR00FDRAMLINESATMINIMOM1.00%SLOPEWRH3.00' MINIMUMCOVER. ROOFpPA1NLME5TO8E6" PVCUNLESSOTHERWISENOTED. �
<br /> 4. R�OFANDFOOTINGOR/MLWESAPELOCATEDONPLINSFORCtAPITYANDARFTOBEINSTqLLE�INACCORDANCEWITHSTANDARDPRNQICEANO �
<br /> APPLICABLE CO�ES.
<br /> BCRA TEMPORARY EROSION AND SEDIMENT CONTROL NOTES: 5. ""ST°q"" °""'""�E ""° "°°` °R"'" °"""""°°r5`"°Sr`°"""v'"'r" '"E "E""°°r °Er"" J
<br /> 6. 4LL CATCH BASINS ARE TO BE SRl1PTED SOCH THAT THE OUTSIDE EDGE OF GR4TE FRNME IS NT TOE OF CURB OR FLOW LINE OF GUTfE0.(WHERE / \
<br /> 1. THISPfl01EQREQUIRESCOVER/GEUNDEPTHEWASHINGTONSTATECONSTPUCTIONSTORMWNTERGENE0.AlVERMIT;CONTRNQOPMU5TMAINTAINN AVPIICABLE�. `�
<br /> COPYOFTHElATESTS/I� PERMRANDISSOIELVPESVON510LEFORCOMPLIANCEWRHSAIDVE0.MIT. J, STATIONANDOFFSETCNLIOUTSFORSTORMARETOCEMEPOFSTRUQURE �
<br /> 2. REVIEWTHESTORMWATEflPOLLUT10NPftEVENTIONPLAN �SWPPP� ftEPORTINCLUDEDINTHEBI� WNMENTS. 9. PIVELENGTHSNOTE� ONTHEPlANSAPEMEA50PE� FROMCEMEPOFSTFUQURETOCENTEFOFSTqURURE. �
<br /> 3. EROAON /NDSEDIMEMCOM0.0L�ESC)MEASURESSHALIBEINPIACEPRIORTOTHEBE61NNM60FCON5TRUCTION. 9. INSTALLALLSTORMDRAINAGECATCHBASINSANDMANHOLESINPAVE�AREASFWSHWITHPAVEMENT. MANHOlE51NUNPAVEDAREASSHALLBE6" Q
<br /> 4. ESCMEASUftESAPENOTIIMITE�TOTHEREM55HOWNONTHESEftANS.THECONT0.ACTORSHqLLBEPE5PON51BLEFORiHEINSTALIATIONqN� ABOVEFlNISHEDGRADELIDSSHALLBEIABELED "STORMI' / \
<br /> MAINTENFNCEOFALLESCMEASURES9LTATIONOfE%ISTINGOflPROPOSE�DRAINAGEFNOLITIE55HNLLNOTBEALLOWED. 10. PROVIDECATCHOASINSANDMHNNOLESINACCOH�ANCEWITHWS�OTSTO. SPEC. )-O5. ��
<br /> 5. THECONTRAQORSHALIM/KEAD/ILVSURVEILtANCEOFALLESCMEA5URE5A5REQUBED. THECONTRAQORSHAIIPROVIDEADDITION/lESC 11. REMWEAILSILTAN� DEBR6FflOME%ISTINGDPAINA6EPIPESAFTERWNTRIBUTINGBNSINAREFSH/VE6EENPEPMANEMIYSTABIlIZEO. �
<br /> MEASURES fS DETERMMED NKESSAftY BY THE VROIEQ ENGMEEft. OW NER 00. IN WEQOfl. FHI W RE TO COMPLY W ITH ALL LOCAL NND STATE ESC
<br /> flEQUIREMENTSMAVRESULTINCIVILPENALTIE50EINGlEVIEDFGFINSTTHECONTftAQOR. 1L P0.0VIDE, INAALLANOTESTALLSTORM �RAINN6ESVSTEMSINACCORpANCEWITHW5�OT5TD. 5PEC ]�04qNDTHETPENCHSECTIONDETAIL. L
<br /> 6. DIIRINGTHEWETSEASON �OQOBERI'TTHROUGHHPRIL30'"),ALLDIAURBEDSOILSSNALLBESTABILIZEDWiTHIN48H0UR5AFTERSTOPOFWORK. 13. REFEftTOMF5TER51TE5PECIFlCATION55ERION334000FORALLOWEDMPTERIALi rL
<br /> DIIRING THE DHV SEASON �MqY ]5T THPOUGH SEPTEMBE0.30'��,ALL SOIL$THAT W ILL 8E UNCOVERED OR UN WORKED FON ) DAYS SHALL 8E COVERE�OH r
<br /> STABILRED. STFBIIIZATION MEASl1PE5 SHALL INC W DE, 6UT HPE NOT LIMITED ID COVERING THE HFFECfE�NREH�MCLUDING SPOIL PILES) W ITH PlASTIC w
<br /> SHEETING, ST0.NW MFTTING,IUTE MNTfING, STRNW MUICH OR WOOD CHIPS. SEEDIN6 OF THE DISiURBED APEAS SHALL TAKF PIACE NS W EATHEA /�/
<br /> PERMITS.
<br /> ). TRENCHDEWNTE0.INGDEVICESSHHLLBED6CHARGEDINAMANNEHTHHTWILLNOTADVERSELYAFiEQSTNEAMS, DNAINAGE5Y5TEMS,OPOFF5ITE W �
<br /> PaoPEaries. BCRA UTILITY NOTES: > m
<br /> � a ¢
<br /> 8. STORMSEWEHINLElSPECEIVIN6RUNOFfF0.0MTHEPROIEQDUPINGCONSTRUR10N5MALl9EPROTEREDSOTHATSE�IMENT�tA�ENWATERWILLBE 1. FIPEFROTERIONLMESNNDSTRUQUftESARESHOWNFORBI�0INGAN� FORREFERENCEONLY. FlREPROTECTION0ESI6NT08ECOMGLETE06VFlPE � Y �
<br /> FlLTERED BEF00.E ENTERING THE CONVEYFNCE SY4EM. �1
<br /> PROTEQIONENGINEE0.INACCORDANCFWITHWACZll-SO: PIPESNALLBEDUQILEIRON �D1� 1NACCORDANCEWITHWSDOTSTD. SPEC. ]-09WRH F- JF
<br /> 9. ALLCHTCHBASMSIMMEDIATElVAD1ACENTTOANDDOWNSTREAMWITHIN500FEETOFTHEP0.0PO5EDPROJER51TE5HALL6EP0.0TFQEDFPOM RE4RAINEDIOINTSFORENTIREIENGTH. FlftESERVICELWE9ZE5HALL9EVEHIFlE�BYCONTRAQOR'SFIREPROTECTIONENGMEERVRIORTO w � � w
<br /> SILTRTIOR CONST0.UCilON. OBTAIN NLL REqW RED PE0.M�T5 FOR INSTAILATION AND MODIFlCATION OF THE UNDERGROUND SGRINKLEft SYAEM SUVVLY LINE U d'
<br /> 10. FLLDISTUPBE�NREASSHALIBEPERMANENTLVSTABILrzEDUPONCOMPLETIONOFTHEWOPK. THECONTRAROftSHALLENSUAETNATCOMPLETE 6EYONDTHEWATEFMAIN, INCLUDINGTHEUNDERGROIIN�FIREDEPARTMENTCONNECr10N(FDC� PIPIN6. AllWORKSNALLCOMPLYWITMTNEIATE$T � � n ;
<br /> COVER/GEOfTHEDISTVABEpAREASISPPOVIDEDAN�THATGROWTHOFTHEVEGETATION6E5TABLISHED. REFEPTODOESTORMWATEP INTEPNNTIONAIFlRECODEQFC�ASAMENDE� BYWASHINGTONSTATECITYOFEVEPETfANDNFPH2Q a Z p W
<br /> MANAGEMENTMANUALFORWESTERNWASHINGTONVOWMEII, BMVQ3�FORTEMP00.ARYANDPEftMANENTSEEDING. Z PROPOSEDPOWEH /COMMUNICATIONLWEROUTINGANDPOLEWCATIONSSHOWNFOftREFERENCEONlV. 0.EFEPTOEIECTPICALPIANSFORDETlILS
<br /> NND SPECIFlCATIONS.
<br /> 3. WSTALLVIVESINACCORDFNCEWITHWSDOTSTD.SPEC. ]-OSANDTRENCHSEQIONDETAIL � issueroecoHSTxuciioNo5.mxme
<br /> 4. ftEFERTOMECHAMCNLPWMBINGANDEIEQRICAlPL1N5FOPHORIZONTAIANDVEFTICAILOCATIONOFUTILITV5TU85FROMBUILDING.
<br /> 5. NLlEXISTINGWATERSERVICELWESANDMETERSTHATWILLNOTBEUTILIZEDHPETOBERETIREDINACCONDANCEWITHEVERETTWHTER
<br /> SVECIFlCATIONS COORDINATE IMP0.0VEMENTS WOPK WITH EVERETT WATER.
<br /> 6. PROVIDEANDTESTSANITARVSEWERSINACCORDANCEWITHWSDOTSiD.SPECJ-ll,CITYOFEVEftETfDE51GN &CONSTRURIONSTANOARDSANO
<br /> THENCH SECTION �ETAIL.
<br /> J. PPOVIDEANOTESTWATERMpW51NACCORDANCEWITHCITYOiEVERETf �E516N &CONSTRl1CTI0N5TANDAPW �CH.S�,THETREN<HSECTIONDETAIL,
<br /> AND WSDOT STD. SPEC ]-09.
<br /> w¢
<br /> BCRA DEMOLITION NOTES: °� °'2018
<br /> 1. iHEDEMOlITIONSHOWNISNOTIMEN�E� TOBEFNE%HAUSTNElISTOFITEMSTOBEOEMOLISHE�. �EMOLITIONNOiESAREfORQAHIFlCAt10NONLV 14zd9
<br /> � AND ARE SHO W N FOR THE CONTPAQOR'S BENEFR. DEMOLISH, REMOVE FND LEGALIY DISPOSE Of HLL E%ISTIN6 IMPROVEMENTS NECESSF0.V TO
<br /> ACCOMMODATECONSTRlIQIONOFTNEVROPOSEDIMPPOVEMENTS. OBTAINAIIPERMIT50.EQU10.EDFOPDEMOLITIONAND �I5PO5AL. uneeRJB ¢araaoar�SP
<br /> 2. ALlCON5TPl1QIONMATEPIA65HALLBENEWEXCEPTFORTHOSEIDENTIFlEDTOBEREIOCATEDONTHEPIANS. RESTOREANYITEMS �AMAGEDOURIN6 omJFR
<br /> CONSTRIICTION TO THE PRECONSTPURION CONDITION.
<br /> 3. REMOVENLLEXISTINGUTILIiIESWITHINAN010' OFTHEBUILDIN6PADAN� BUILDINGNPFURTENANCES. PIPESTHATWILLSERVENOPURPOSEWITH GENERALNOTES
<br /> j THIS PROPOSED PROIECT W RH MOPE THAN 3'OF COVE0. IN THE FlN/L CONDITION AND �O NOT<ONFLIQ W ITH Nf W UTIIITIES,STftl1QURE5, fTC. MAY
<br /> BE DECOMMISSIONED AND ABANDONEO IN PIACE ABANDONED 11TILITY PIPES M/Y BE FlIIED W ITH 5/NQ 6ROlITED AN� CAPPE�. BAIXFlLI TPEN<HES
<br /> AN� COMPACT T095% MA% DHY pEN51TY, UNLESS OTHEPW6E NOTE�. OTHEftWISE COOft�INATE WITH UTILITY PUftVEYORSTO AD�RE55 CONNKTIONS
<br /> a AT MAINS IN ACCOft�NNCE WITH UiILITV PUHVEYOR STANOARDS.
<br /> � 0. ❑MITSOFD�STU0.6ANCEHRESHOWNPASTTHEPROPERtVLINEFOflCLFRITY. LiIND �ISTURB�NGAQIVITY5M0ULDNOTExTENDONT0ADIACENT
<br /> PflOPERTIES UNLESS OTHER W 6E NOTED.
<br /> E
<br /> � BCRA �
<br /> � BCRA SITE AND SUFACING NOTES: �
<br /> 1. ALL DIMENSIONS ARE TO BOTTOM FACE OF CURB OR E�GE OF PAVEMENT UNLESS OTHERWISE NOTED. '
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<br /> ISSUE FOR CONSTRUCTION
<br /> IFSHEETMEASURES(FSSTHAN2C'x361 IIISAREOUGEOPRINI REOUCESGALEACCOROINGLY
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