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<br /> � �IIATER NOTES ENERAL CU T UCTI� T E�4SION 5 DIMENTATI�N C�NTROL N�TE� '�� � � � ]
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<br /> A. NO CONNEC7IQN TO THE EXISTlNG MAINS WILL BE RLLOWED EXCEPT BY MEANS OF AN APPROVED BA�KFLflW PREVENTION 1. CONTRACTQR SNALL PROVIDE ALL MATERIAL5, LABOR AND EQUIPMENT TO CONSTRUCT AND INSTALL, THE DESIGN SHOWN, AS � � a � � U
<br /> D E V I C E P R I O R T O S A T I S F A C T O R Y F L U S H I N G, 7 E S T I N G, D I S W F E C T I O N, A N D R E C E I PT O F S A T f S F A C T O ft Y B A C T�R I O L f J G I C A L �E T A I L E D O R C A L�E D �U T I N T H E S E P L A N S. T H E C O N T R A C�T O ft S H A L L B E F U L L Y R cSPONSIBLE FOR BEING FAMILIAR WITH 7HE GENER�� � �SION CON`���L NOTES � � � � � � 't :
<br /> A TEST RESULTS. PRQVISIONS AND REQUIREMENTS OF THE CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR i � � ' �� � � �
<br /> DEVEI.OPMENT. 1. AN ER�SION/SEDIMEI�TA7IQN CONTROL (ESC) PLAN IS REQUIRED �OR 1�NIS PROJECT. IMPLEMENTATION OF THE ESC �LAN, AND � � � � � �-
<br /> B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE PUBLIC WORKS DEPARTMENT AT 7HE CO(dSTRUCTION, MAINTENANCE, AND UPGRAQING OF THE ESC FACILITIES ARE THE RESPONSIBILITY OF -fl-iE CONTRACTOR UNTiL ALL - � � M � f�
<br /> DEVELOPER'S EXP�NSE. THE PUBLIC WORKS DEPARTPAENT SHALL BE GIVEN AT LEA5T 5 BUSINESS C)AYS NOTICE FOR 2. THE ENGINEER HAS ATTE�P7E17 TO SHOW ALL EXISTING UNDERGR�UND UTILITIES AND STRUCTURES. APPEARANCE ON THESE CONSIRUC710N IS COMPLETED AND ACCEPTED BY THE CITY OF EVERETT, OR UNT1L VEGETATION IS ESTABLISHED THROUGHOUT THE r Q �� � �
<br /> EA,CH CONNECTION, THE PUBLIC WORK5 DEPARTMENT SHALL T'NEREAFTER DETER�iINE THE DATE AND TIM� AT WHICH THE PLANS, HOWEVER, DOES NOT GUARANTEE THE ACCURACY AND CQMPLETENESS OF TNE LOCATION OR EXISTENCE 0� �CHESE SITE, AND A�CEPTED BY THE CITY OF EVERETT. m � w o �
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<br /> CONNECT10N SNALL BE 1�ADE. UTILITIES AND/OR SUBSTRUCTURES. THE CnN7RACTOR 15 REQUIRED TO TAKE ALL REQUIRED PRECAUTIONARY MEANS 70 � [ � � ,�� �
<br /> LOCATE AND PROTECT t�LL EXISTING UTILITIES AND SUBSTRUCTURES WHETHER SHOWN OR NOT, PF�IOR TO EKCAVATION IN 2. APPROVAL� OF THE ESC PLAN DOES NOT CONS71TUTE APPROVAL OF ANY OF THE PROPOSED ROAD, STORM DRAINAGE, GRADING OR � � Q o m --
<br /> C. A L L W O R K A ND MATERIALS MUST CONFORM TO CITY OF EVERETT 5TANDARDS. ANY AREA. THE CONTRACT4R SHALL MEET AT THE JOB SITE Wll'1-i REPRESENTATIVES OF THE UTILITY DISTRICTS OR UTILITY DESIGN ELEMENTS SHOWN ON THE ESC PLAN. � o c�i3 � � U ''
<br /> COMPANIES AN� OTHER OWNeRS Y'JHICH MAY HAVE EXISTING FACILITIES AND 70 DIS�USS THEIR PROTECTION. n- �
<br /> D. A PRE-CONSTRl1C710N MEETING SHALL BE HELD WiTH THE CITY PRIOR TO THE START OF CONSTRUCTION. 7HE CITY OF 3. THE EROSION/SEDIMENTATION CONTROL MEASURES SHOWN �iRE THE MINIMUM REQUIREMEN�S OF THE ANTICIPATED 51TE CONDITIONS. '
<br /> EUERETT PUBLIC WORKS CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOf� T4 COMMENCEMENT OF .�. 7HIS PLAN MAY NOT SHOW ALL EXISTING UTILITlES. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. PRIOR TO TWE CONTRACTOR SHALL INSPECT AND MAINTAIN THESE ESC MEASURES DAILY, AND SHALL MAINTAIN AND UPGRADE THESE �
<br /> CONSTRUC710N. CONSTRUCTION, THE C�NTRACTOR IS RESPON5IBLE �OR LOCATING ALL UNDERGROUND UTILITIES. CALL THE UNDERGROUND MEASURES' AS f�ECESSARY TO PREY�NT SEDIMENT-LADEN WATER FROM ElTHER FLOWING OFF SITE, OR INTO NEW/EXISTING STORM a :
<br /> UTILITY LOCATION SERVICE �1T 811 A MINIMUM OF 48 NOURS PRIOR TO EXCAVATION. ANY CONFLICTING UTILITlES SHALL BE DRAINAGE FACILITIES. � �1,�� ;� �# .'
<br /> E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED RGENT SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT OF A PERSON RELOCATED PRIOR TO CQNSTR�JCTI�N OF ROAD AND DRAINAGE FACILI7IES. sy j � `
<br /> WHO CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 HQUR BASIS. 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING THE ROCK CONSTRUCTION ENTRIES AT ANY AND ALL LOCATlONS USED TO � ��`' �,� `�
<br /> 4. THE CONTRACTOR SHALL HAVE A RE�PONSIBLE PARTY WHO SHALL HAVE TNE AUTHORITY TO REPRESENT AND ACT FOR THE ENTER OR ':EXIT THE PROJECT SITE. � � � �,� `� '.
<br /> B F. MAINTAIN A ' MINIMl1M OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION BETWEEN POTABLE AND CONTRACTOR AT TI-IE JOB 51TE DURING A�L WORKING HOURS. � � ��v�o, � ; �
<br /> N O N P OTABLE CONVEYANCE SYSTEMS. 5. A N Y Q I S T U R B E D A R E A S, E X C E P T F O R P Q N D B O T T O M AND SLOPES, WHiCH WOULD BE LEFT BARE F4R MORE THAN 7 DAYS AND NOT �,, o �w �
<br /> 5. CflNTRACTOR SHALL PROVIDE TRAFFIC CONTr�OL PLRN{S) IN A�CORDANCE WITH THE NIANUAL U�IIFORM TRAF�IC CONTROL INTENDED �TO BE REWORKED WITHIN 30-45 DAYS SHALL BE SEEDED WITH R FAST STARTING GRRSS SUCH AS ANNUAL RYE, OR � ����b�s .��
<br /> G. ALI. CITY OF EVERETT VALVES SHALL 8E OPERATED BY PU�LIC WORK: DEPARTMENT PERSONNEI. ONLY. ALL VALVES, NEW p������5 (MUTCDj AS REQUIRED. PRIOR TO OISRUP7lON OF fi�JY TRAFFIC, A TRAFFIC PLAN SHALL BE PREPARED AND APPROVED, EQUAL AT A RA7E �F 60 LBS./ACRE. � c� �
<br /> AND EXISTING, SHALL Bc ACCESSIBLE AT ALL TlMES. ' SUB�i177ED TO 7HE CITY OF EVERETT FOR APPROVA�. NO WOr2K SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL � z '''
<br /> 1. THE CITY OF EVERETT PUBLIC WORKS DEPARTMENT WILL CUT IN TWO NElN LINE VALVES ON THE cXISTlNG 6" MAIN TO �� 1N �'LACE. � 6. GRADED POND AREAS, WHICH W(7ULD BE LEFT BARE FOR MORE THAN 7 DAYS, SHALL HAVE A MULCH APPLIED AT A RATE OF TWO c"-n �
<br /> THOUSAND POU�lDS PER ACRE. MULCH SHALL BE A VIRGIN WQOD CELLULOSE FIBER SPECIALLY PROCESSED AS A HYDROSEEDING
<br /> FACILI7ATE OPEN CUT EXCAVATION. 6. ALL TESTING TO BE IN ACCORDANCE W1TH THE CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS A�1D MULCH ANb CONTAlNING NO GROWTH OR GERMINATION INHIBITING FACTCJRS. IF POND CONSTRUCTfON HAS BEEN COMPLETED,
<br /> SPECIFICATIONS FflR DEVELOPMENT. 1�1CLUDING;DRAINAGE STRUCTURES AND HAVE RF_CEIVED FINAL INSPECTION Af'PROVAL, THEY SHALL BE HYDROSEEDED. BASED °O �' � �
<br /> 2. THE CONTRACTOR SHALL REMOVED THE EXIST1�dG WATER MAIN ALONG THE PROPERTY FRONTAGE AND PROCEED WITH UPON DIRECTION FROM THE INSPECTOR, A TACKFIER �AAY BE REQUIRED. �,
<br /> EXCAVATION. 7. THE CnNTRACTOR SHALL PROViDE THE DESIGN ENGINEER WITH RECORD DRAWINGS PRIOR TO FINAL APPROVAL, A�L � � `� � � r' ' •
<br /> „ DEVIATIONS FROM THE ORIGINAL PLAP�S MADE DURING THE COURSE OF THE CONSTRUCTION JI�JCLUDING L O CA TI O N S, I N V E ft T S, 7. DUSI" CONTRdL: AN APPROVED METHOD OF DUST CONTROL, MEETING THE REQUIREMENTS OF LO CAL R E G U L A T I Q N S, S H A L L B E `V "�'• "'• � s �`.;
<br /> 3. THE CONTRACTOR WILL INSTALL NEW 8 CL 52 D,I. WATEft MAIN AND APPURTENANCES. AND DEPTHS OF UTI;ITIES SHOULD BE CLEA�LY MARKED ON THE RECORD URAWINGS. UT(LIZED DURING CQNSTRUCTION OF THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MATERIALS WHICH SPILL .
<br /> 4. THE CONTRACTOR SHALL PROVIDE PRESSURE TESTING, DISINFECTION AND FLUSHING OF NEW WATER MAIN AND UNTO LOC,AL ST�EE��S DURING THE TRANSPORTATION OF THE EQUIPMENT. SHOULD A SPILL OCCUR, THE CONTRACTOR SHALL
<br /> 8. THE CONTRACTOR SHALL B� RESPONSIBLE FOR CLEANING DIRT, ho1UD, AND OTHER CONSTRUCTION DEBRIS WHICN MAY REMOVE TNE MATERIAL BY THE END OF THE '�►ORK DA�(. NO MATERIAL SHALL BE ALLOWED TO SET, DRY, OR BE WASHED INTO
<br /> APPUF�TENANCES. ACCUMULATE ON PAVED STRE�T� ADJACENT TO THE SITE AS A RESULT OF THE CONSTRUCTION ACTIVITY. CLEANlNG SHALL ADJACENT!STORMWATER FACILITIES.
<br /> � SE ON AN "AS NEEDED" BASIS USING SWEEPING AND WATER. THE CONTRACTOR MUST PR0I�ECT ALL EXISTING FACILITIES �
<br /> C 5. THE CITY 'OF E�lERETT PUBLIC WORKS DEPARTMENT WILL MAKE THE FINAL CONNEC710N BETWEEN NEW APJD EXISTING �ROM DIRT DEB{�iS. 8. TNE CONTRACTOR SHALL BE RESPON5IBLE �4R UPDATING AND MAINTAI�IING THE GONSTRUCTION STORMWATER POLLUTION : � �' .,
<br /> WATER MAINS. j PREVENTION PLAN. : W .
<br /> 6. THE CITY OF EVERETT WATER DEPARTMENT WiLL PROVIDE ESTIMATES TO THE OWt�lER �OR THEIR SCOPE OF WORK. �• ALL WORKMANSHIP AND MATERIALS SNALL BE IN ACCORDANCE WITH THE CITY OF EVERETT DESIG�! AND CONSTRUCTlON � �
<br /> 5TANDARDS AND SPECIFICATIONS FOR DEVELOPMENT �EQUIREP,�ENTS UNLESS NOTED OTHERWISE. � � �
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<br /> 7. TRENCHING AND BACKFILL SNALL COMPLY 44lTH COE DYL 326 AN� 614. ERO���� ��NTRO� ���NTENANCE ��TES Ln �
<br /> 10. ALL APF'�'OVALS AND PERMITS REQUIRED SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO TNE START OF CONSTRUCTION. � c�i � Z
<br /> ABSENCE OF THE PEftMlT MAY RESULT iN AND IMMEDIATE SHUT DOWN OF WORK AN� POSSIBi�E REMOVAL 0� THOSE ITEMS I � � 9 � r ` .
<br /> CONS7RUCTED WITHOU7 TNE PERMIT. . Z o o � o
<br /> 1. SEDiMENT BARRIERS SHALL SE INSPECTED IMMEDIATELY AFTER ERCH RUNOFF-PRODUCING RAINFALL AND AT LEAST DAILY DURING o z z � �
<br /> S�T�RM 'DRAIN$��� NOTES 11. THE CONTRACTOft SNALL NOTIFY TN� CITY OF EVERETT AND OBTAIN ALL �fHE REQUIRED AF'PROVALS AND PERMITS. PRQLONGED RAINFALL OF 24 CONTINtJ�US HOURS OR 48 HOURS IN ANY ONc WEEK. � o o ; >-
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<br /> 12. SCHEDULING INSPECTIONS FOR ALL PHASES OF THE WORK ARE THE RESPONSIBILITY OF THE CONTRACTOR AND HIS 2. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BARRIERS SHALL BE ACCOMPLISHED PROMPTLY.
<br /> 1. NO PART OF THE DRAINAGE SYSTEM 5HALL BE COVERED, CONCEALED, OR PUT INTO USE U�lTIL IT HAS BEEN WSPECTED, p�je�p�ATED REPRESENTAl1VE. FAILURE TO CALL FOR INSP�CTIONS WILL RESULT iN EXCAVATING OR FURTHER TESTING TO
<br /> TESTED, AND ACCEPTED BY THE CITY OF EVERETT. _ ENSURE COMPLIANCE WITH THE CITY OF EVERETT DESIGN AND CON5TRUCTION STANDARDS AND 5PE�IFICATIONS F'OR 3. SEDIMENT IDEPOSITS SHOIJLD BE REMOVED AFTER EACH RUNOFF-PRODUCiNG RAINFALL. THEY MUST BE REMOVED WHEN THE LEVEL
<br /> DEVELOPMENT. OF' DEP051,T1ON REACHES APPROXIMATELY � THE HEIGHT OF THE FILTER F`ABRIC BARRIER, OR � TH� DEF'TH OF THE CUTOFF DITCH, •�
<br /> 2. ALL WORK AND MATERIAL SHALL CONFORM TQ THE CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND . OR, � TNE VOLU�IE OF THE SEDIMENT PC?ND. t �
<br /> � SPECIFICATIONS AND THE WSDOTjAPWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION 13. IT iS TNE RESPONSIBILIT�� OF THE CONTRACTOR TO I-IRVE A COPY OF THESE APPRG'V�D PLANS ON THE CONS7f�UCTION SITE � �
<br /> (CURRENT EDITION). AT ALL TIMES. 4. ANY S�DI�iFNT DEPOSITS REMAINING IN PLACE AF7ER THE ESC STRUCTURE IS NO LONGER REQUIRED SHALL BE DRESSED TO ^ � � � �
<br /> CONFOf�M '�TO TFIE EXISTING GRADE, PREPARED AND HYDRO/HAND SEEDED �T THE SAME RATE AS THE PQND. �
<br /> 3. APPROXIMATE LOCATIONS OF EXISTING UTiLITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FC1R 1�-• ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY 0� EVERETT. I � -� t �
<br /> 5. ALL TEMPORARY AND PERMANENT ESC �'RACTICED 5HALL BE MAINTAINED AND PREPARED AS NEEDED TO ASSURE CONTINUED �;; d, Y <
<br /> � CONVENIENCE. TNE CONTRACTOR SHALL BE RESPONSIBLE FOR YERIFiCATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY PER�ORMANCE OF THEIR INTENDED FUNGTION. Q .. " "
<br /> � ADDITIONAL UTILITIE5 SHOWN. IF G�NFLICTS WITH EXISTING UTILITIES ARISE DURING CUNSTRUCTION, THE CONTRACTOR SHALL 1�• p���R TO BACKFILL AI.L UTILITIES AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF EVERETT v -a -� °' �
<br /> CONSTRUC710N lNSPECTQR. APPRUV�L SHALL NOT RELIEV� THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES I > � � g
<br /> � NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CI7Y ENGINEER PRIOR � 6. ALL TEMPORARY ESC MEASURES SHALL 8E REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE � � � � °' 3 � o
<br /> � T O C O M M E N C E�I E N T O F R E L A T E D C O N S T R U C T I O N O N T H E P R O J E C T. AND/OR FAILURES A5 DETERMINED BY SUBSEQUENT 7ESTING AND INSPECTIONS. iT SHALL BE THE CON7RACTOR S Q o � o � � o �
<br /> � RESPONSI�ILITY TO NOTIFY THE CITY OF EVERETT FOR THE REQUIRFD INSPECTIONS. TEMPORARY BMP'S ARE id0 I.ONGER NEEDED. T R AP P E D S E D I M E N T S H A L L B E R E M O V E D O R S T A B I L I Z E D O N S I T E. D I S T U R B E D S O I L •
<br /> �, AREAS RESULTING FROM REMOVAL WITHOEIT �ERMISSION OF TNE ENGINEEft QR lNSPECTOR WHICH RESULT5 IN CONTAMINATION OF
<br /> • a 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR !N EASEMENTS MUST BE STAKED BY SURVEY F'OR LINE AND �6. ALL VALVE BOXES, MANHOLE LlDS F,ND CATCH BASIN RIMS SHALL BE �ET TO NOT CONFLICT WITH CURB LINES, SIDEWALKS STORM FACILITIES, WATERS OF THE STATE, OR ROADS SHALL BE THE CONTRACTORS SOLc RESPONSIBILITY TO REMEDY.
<br /> L GRADE PRIOR TO STARTING CONSTRUCTION. OR OTHER DECORATIVE ELEMENTS UNLE55 NOTED ON THE PLANS. CONTRACTOR SHALL LAY OUT CURBING BEFORE SET7ING ''
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<br /> � ' UTILITY APPURTENANCES. � �
<br /> _ , 5. ALI. CATCH BASIN GRATES MUST BE STENCILED OR STAMPED `�UMP NO WASTE, DRAINS TO STREAM, LAKE, R1VER, PUGET
<br /> o SOUND, OR WETLAND." CHOOSE APPROPRIATE FEATURE FOR THE PROJECT GENERAL �GRADING NOTE�
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<br /> `� E �E�ERAL DE�1��lTION NOTES 1. EXCAVATION AND EMBANKMENT SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE CITY OF EVERETT DESIGN AND '
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<br /> ,� CONSIRUCTION STANDARDS AND SPECIFICATIONS FOR DEVELOPMENT, AND THE PR4JECTS GEOTECHNICAL REPORT. ALL COMPACTION
<br /> � SEVNER N�TES �. THE CONTRAC70R SHALL OBTAIN WRITTEN PERMISSION FROM ALL UTILITY COMPANIES PRIOR TO ANY DEMOLITION WORK OR OF SUBGRADES, ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE CITY OF EVERETT DESIGN AND CONSTRUCTION
<br /> � > DiSCONNECTION Q� ANY SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR O�TAINING AND COMPLYING WITN ALL STANDARDS AND SPECIFICATIONS FOR DEVELOPMENT AND THE GEOTECHNICAL RECOMMENDATIONS UNLESS SPECIFIED OTHERWISE IN � �
<br /> " A. ALL WORK AND MATERIALS SHALL CONFORM TO TH� C17Y OF EV�RETT STANDARDS AND WSDOT/APN�A STANDARD RE�UIREMENTS OF THE RESPECTIVE UTiLITY COMPANIES. 7HESE PL;4NS. �
<br /> � SPECIFICATIONS. }
<br /> � 2. ALL VACATED UTiLITIES INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER AND WATERMAIN5 SHALL BE 2. ALL FINISHED GRADING ELEVA714NS SHALL MATCN EX. ELEVATIONS AT THE SITE S BOUNDARY, EXCEPT AS SHOWN OTHERWISE ON
<br /> �n B. NO PART OF THE SANITARY SEWER 5YSTEM SHALL BE COVERED, CONCEALED OR PtJT INTO USE UNTIL IT NAS BEEN COMPL�TELY REMOVED FROM THE GR(7UND UNLESS OTHERWISE SPECIFIED. THESE PLANS. WHERE CONFLICTS EXIST, THE CONTRAGI�OR SHALL NOTIFY THE OWNER TO RESOLVE THE ISSUE PRIOR TO � � ,
<br /> Q TESTED, INSPECTED, AND APPROVED BY TNE CITY INSPEC70R. PROCEEDING. ,
<br /> Q � 3. THE CONTRACTOR IS RESPONSIBLE F`�R PROTECTING ALL EXISTING UTILITIES WHICH ARE TO REMAIN IN �ERVICE, INCLUDING BUT � � �
<br /> � C. APPROXIMATE LOCATIONS 0� EXISTING UTILITIES NAVE BEEN O�TAINED FRO�i AVAILABLE RECORDS AND ARE SHQWN FOR NOT LIMITED TO GA5, ELECTRICAL, TELEPNON� LINES, WATER, SANITARY AND STORM SEWER LINES. 3. GRADING: ALL GRADING SHALL BE LIMITED TO THE AREAS IDENTIFIED IN THE GRADING PLAN AND SH�1LL NaT INFRINGE ON � �
<br /> o CONVENIENCE. THE CQNTRACTOR SHALL BE RESPONSI�LE FOR VERIFICATION OF LOCA710NS AND TO AVOID DAMAGE TO ADJACENTi OWNERSHIPS. �
<br /> � ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONFLIGTS WITH EXISTING UTILITIES AR15E DURING CONSTRUCTION, THE 4. NQ �XISTING UTILITY, STRUCTURES OR UNDEf�GROl1N(7 1M�'ROYEMENT SHALL BE ABANDONED fN PLACE WITHOUT THE WRIT7EN � �
<br /> o CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR A(�D ANY CHANGES REQUIRED SHALL BE APPROVED BY THE pERM1S5f4N OF THE ENG{NEER, OWNER AND GOVERNING AGENCY. 4. S01! CUT SLOPES SHA�L NO�t EXCEED THE ftECOMMENDATIONS OF THE GEOT�CHNICAL E�lGINEER ; �:
<br /> a CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. `' �
<br /> � 5. ALL DEMOLITION 4VORK SHALL BE PERrORME� IN ACCORDANCE YVITH ALL STATE AND LOCAL CODES AND REQUIREMENTS. T!-iE 5. ALL CURB AND GUTTER, STREET GRADES; AND ANY OTHER VERT]CAL AND OR HORIZdNTAL ALIGNMENT SHALL BE STAKED B'f AN � �r
<br /> � D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-NJAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPL.IA�lCE WIT�i ALL REQUIREMENTS INCLUDING BU7 NOT LIMITED TO HAZARDOUS EN�lNEERiNG OR SURVEYING FiRM CAPABLE OF PERFORMING SUCH WQRK.
<br /> � LINE AND GRADE PRInR TO STARTING CONSTRUCTION. �iATERIALS, DiSPOSAL, AN� NOURS QF OPERATIOi�. � � W
<br /> �- 6. FORM AND SUBGRADE INSPECTION E3Y THE INSPECTOR IS REQUIRED BEFORE POURING THE CONCRETE CIJRB. TWENTY-FOUR HOURS � �
<br /> � 6. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR SITE DEMOLITION. COST OF ALL PERMITS IS NQTICE IS�REQUIRED FOR FORM I�I5PECTION.
<br /> o TNE RESPONSIBILITY 0� THE CONTRACTOR AND SHALL BE INCLUDED AS PART OF THE CONIRAC7. o � � '
<br /> N 7. THE CONTRACTOR SHALL CONTACT THE ENGINEEF� IMMEDIATELY IF GROUND WATER OR EVIDENCE OF GROUND WATER IS ! ';
<br /> � 7. ALL EROSION CONTROL f�EASUR�S DESIGNATED FOR THE SITE SHALL BE IN PLACE PRIOR TO THE START OF ANY DEMOLI110N ENCOUNTE.RED. � �
<br /> Q � ACTI Vi TI E5.
<br /> � 8. WHERE NEIW ASPHALT JOINS EXISTING, THE EXlSTING ASPHALT 5HAlL BE CUT TfJ A NEAT VERTICAL EDGE AND TACKED WITN
<br /> � 8. ANY CONDITIONS WFiIC,H MAY BE UNCOVERED DURING THE PROCESS OF DEMOLITION SHALL B� BROUGHT TO TWE Al-TENTION OF ASPHALT EMULSION TYPE CSS-1 IN ACCORDANCE WITH WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD
<br /> ' � = QV'�NER, DEVELOPER AN� ENGINEER IMMEDIATELY. SPECfFiCATlONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER THE EXISTING TO PROVIDE FOR A SEAL AT THE SAWCUT '
<br /> � 3 � LOCATION AND THE JOINT SEALED W/ITH GRADE AR-400W PAVING ASPHALT. ` � •
<br /> �, � s 9. IT SHALL BE THE RESPONSiB1LITY OF 7HE CONTRACTOR TO INSPECT THE PROPERTY FOR 7YPE AND QUANTITY OF DEMOLITION � '
<br /> �,�� o REQUtRED, PRIOR TO SUBMISSfON OF A BID. �
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<br /> Q �' N ��' 10. THE CONTRACTOR SHALL HAVE WATER ON SITE FOR DUST ABATEMENT AT A�L TIMES DURING DEMOLITION ACTIVITIES. }-
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<br /> � ° "� 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPROPf21ATE DISPOSAL OF ALL DEBRIS. BURNING ON SITE SHALL NOT BE �
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<br /> � ���o PERMITTED. NO D E B RI S I N C L U D I N G C b N C R E T E O R A S P H A L T M A Y B E P L A C E D I N A N Y F I L L A R E A. C O O R D I N A T I O N W I T H T H E °- '
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<br /> "' ¢ � GEOTECNNIGAL ENGINEER IS REQUIRED PRIOR TO PLACEMENT.
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<br /> " � `� � 12. ANY QAMAGE TO PUBLIC U7lLITl�S OR ADJACENT PROPERTIES AS A RESULT OF DEMQLITION ACTtVITIES SHALL BE THE
<br /> � � � N GENERAL NOTES
<br /> � � ���o RESPONSIBILIT�f OF THE CONTftACTOR. REPAIRS SHALL BE i�1ADE !N A TIMELY MANNER TO THE SATISFACTION OF 7Hc w'•`.
<br /> � v ��.N DAMAGED PARTY.
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<br /> � � �� UNDERGROUND SERVICE ALERT � �
<br /> o � .� 0 13. DURING THE COURSE OF DEMOLIT'iON, TME CONTRACTOR SHALL PROVIDE SECURITY FENCING AND OTHER PRECAUTIONARY �; _ �
<br /> N o 3 � SA�ETY iNEASURES AS NECESSARY. ONE-CALL NUMBER
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<br /> Q.�, o-¢ � CALL TWO BU5INESS DAYS
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<br /> SECTiON 29, TOWNSHIP 29 NORTH, F�AN�E 5 EAST, W.P�.
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