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GENERAL PROJECT NOTES: DEMOLITION AND CLEARING NOTES TESC NOTES
<br /> 1. ALL WORK SHALL CONFORM TO THE 2018 EDITION OF CITY OF EVERETT DESIGN AND 20. � INSPEC710N AND ACCEPTANCE OF ALL WORK IN THE PUBLIC RIGHT OF WAY (AND WITNIN . 1. DEMOLI110N Of ELEMENTS W1iHIN iHE CLEARING LIMITS OR LIMITS OF WORK SHALL �BE 4ERIFIED i. SURVEY SHOWN ON DESIGN ORAWINGS HAS BEEN SCREENED FOR CLARITY. REFER TO . .
<br /> CONSiRUCTiON STANDARDS AND SPECIFICATIONS. TtiESE STANDARD PLANS ARE REFERENCED LIMITS OF WORK) SHALL BE DONE BY REPRESENTATIVES OF THE qTY OF EVERETT AND PORT AND INCLUDED IN THE PROJECT CONSTRUCTION COSTS FOR REMOVAL, HAUL AWAY AND BACKFILL SURVEY SHEETS FOR EXISTING CONDITIINJS � � � .
<br /> TO IN THESE DESIGN DRAWiNGS. A COPY OF THESE DOCUMENTS SHALL BE ON SITE� DURING OF EVERETT. IT SHALL BE THE CONIRACTOR'S RESPONSIBILITY TO COORDINATE ANO SCHEDULE BY THE CONTRACTOR WiTHOUT ANY ADDITIONAL CHANGER ORDER REQUESTS. � � �
<br /> � � CONSIRUCTION. ANY DISCREPANCIES POUND BEPNEEN CITY STANDARDS AND THE CONTRACT APPROPRIATE INSPECTIONS ALLOWING FOR PROPER ADVANCE NOTICE. THE PORT OR SiREET � . . 2. CONTRACTOR SHALL PRONDE CONSTRUCTION FENCING AND SILT ffNCE AS REQUIRFD FOR ��
<br /> ����..' I � DOCUMENTS SHALL BE BROUGHT TO 1HE ENGINEERS ATTEN110N PRIOR TO PERFORMING TtiE INSPECTOR MAY REQUIRE REMOVAL AND RECONSTRUC110N OF ANY ITEMS PLACED IN THE 2. DEMOLI110N ITEMS NOT INDIVIDUALIY CALLED FOR REMOVAL SHALL BE REMOVED TO A DEPTH TO SAFEN AND �7ESC, AND AS DIRECTED BY hIE PORT. CONSTRUCTION FENCE AND SILT �
<br /> � ,,, j'�� I WORK. � RIGHT OF WAY THAT DO N0T MEET CITY STANDARDS OR iHAT WERE CONSTitUCTED WITHOUT ALLOW FOR TRAIL CONSIF2UCTION AND LANDSCAPE INSTALLATION. FENCE SHOWN REPRESENTS A CONCEPT NOT INCLUSIVE OF ALL WORK. CONTRACTOR �
<br /> � � � � APPROPRIATE INSPECTiONS. � . � SHALL MODIFY� fENCE CONFIGURATION TO ACCOAIMODATE THE CURRENT STAGE OF
<br /> �� 2. A COPY OF 1HE �APPROVED PLAN MUST BE ON SITE WHENEYER CONSTRUC110N IS IN 3.� DEMOU110N OF EXISTING PUMPING STATION SHALL �INCLUDE REMOVAL AND DISPOSAL OF PUMPS,. CONSTRUCTION AND PEDESTRIAN TRAFFIC ROW.� SEE -0EMOLITION SERIES FOR ASSOCIATED �
<br /> - PROGRESS. 21. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY EROSION CONTROL AND ASSOCIATED PLUMBING, METAL COVER, AND ALL ELECIRICAL C0�IPONENTS ASSOCIATED IN1H THE DEMOLITION ACTINTY.
<br /> � � SEDIMENTATION COLLECiION FACIIJTIES TO ENSURE THAT SEDIMENT-LADEN WATER DOES NOT LIFT STATION. CONCRETE PLUG ALL IN/OUT PIPE OPENINGS ABOVE STRUCNRE DEMOLI110N. DO � -
<br /> -� 3. LOCAL AND EMER6ENCY ACCESS SHALL BE MAINTAINED AT ALL TIMES. ENTER THE SNOHOMISH RIVER. AS CONSTRUCTION PROGRESSES AND UNEXPECTED (SEASONAL) NOT BREAK BOiTOM STRUCNRE SLAB TO PROMOTE DRAINAGE. DEMOUSH UPPER 4 FEET AN� 3. BARE AND/OR DISNRBED SOILS SHALL REMAIN UNCOVERED AND/OR �UNSTABIL2E� fOR
<br /> - - � CONDITIONS DICTATE, ADDITIONAL CONTROL FACILITIES MAY BE REQUIRED. DURING THE COURSE BACKFILL INTO S7RUCNRE. FlLL ALL VOIDS V�TFi CLEAN NAiIVE BACKFILL SOIL AND PREPARE NO MORE THAN 2 DAYS FROM � OCTOBER 1 THROUGH APRIL 3Q �AND FOR NO �10RE THAN �
<br /> 4. ALL PERMITS REQUIRED FOR WORK WITHIN 1HE PUBIIC RIGHT OF WAY (AND YAIHW� LIMITS OF OE CONSTRUCTION. IT SHALL BE THE OBLIGATION AND RESPONSIBILIlY OF THE CONTRACTOR UPPER SURFACE IN ACCORDANCE TO FINISHED SURFACE RE�UIREMENTS TO ACCOMMODAIE A 7 DAYS FROM MAY 1 7HROUGH SEPIEMBER 30. � �
<br /> - ' � WORK) MUST BE OBTAINED PRIOR TO THE START OF CONSTRUC110N. TO ADDRESS ANY NEW CONDIiIONS THAT MAY BE CREATED BY THE CONIRACTOR'S ACTI�ITIES ppVED 1RAIL OR LANDSCAPE PLANTINGS. � � ..
<br /> ' � � � � AND TO PROVIDE ADDITIONAL FACILITIES THAT MAY 8E NEEDED 10 PROTECT ADJACENT � 4. CONTRACTOR SHALL KEEP STREET FREE Of SEDIMENT. IF SEDIMENT IS TRACKED ONTO �
<br /> � 5. PRIOR TO 7HE START OF CONSIRUCTION YATHIN THE RIGHT OF WAY (AND WITHIN LIMITS OF. PROPERTIES � 4. REMOVAL OF MECHANICAL/PLUMBING PIPiNG ENCOUNTERED DURING TFiAIL EXCAVATION SHALL STREET, STREET SWEEPING SHALL 8E IMPLEMENTED IMMEDIATELY TO CORRECT.
<br /> - � � WORK), THE CONTRACTOR SHALL SCHEDULE AND AT7END A PRECONSTRUCTION MEETING WITH INCLUDE ALL REQUIRED SAWCUT AND PLUGGING ENDS OF PIPE TO A DEP1H NECESSARY TO . �
<br /> THE CITY OF EVERETT PUBLIC WORKS DEPARTMEN? ANO THE PORT OF EVERETT. 22. THE CONTRACTOR SHALL KEEP AlL PAVED SURFACES IN THE RIGHT OF WAY CLEAN BY ACCOMMODATE PROPOSED IMPROVEMENTS. BACKFlLL OVEREXCAVATION VNiH STRUCNRAL FlLL 5. IEMPORARY EROSION AND SEOIMENT CONTROL (TESC) MEASURES SHALL BE IN PLACE ..
<br /> � - � � SWEEPING � UNLESS NOIED OTHER�SE BY ENGINEER. . AND OPERATING PRIOR TO DEMOLITION AND CONSiRUCTION ACTIVITIES. ADDITIONAL
<br /> . 6. THE CONTRACTOR SHALL PROIECT ALL AREAS OUTSIDE THE WORK ZONE AND OUTSIDE THE . . EROSION CONTROL MEASURES MAY BE REQUIRED BY THE PORT AND iHE CITY DEPENDING
<br /> RIGHT-OP-WAY FROM DISNRBANCE. ALL DISNRBED AREAS SHALL BE FULIY RESTORED TO 23. CONTRACTOR'S TRAFfIC WNTROL SHALL BE IN ACCORDANCE VNTH THE CIN OF EVERETT 5. DEMOLITION AND RE�AOVAL OF FOREIGN MATERIAL OR CONSIRUCTION DEBRIS ENCOUNIEREO ON SITE AND WEATHER CONDITIONS. � �
<br /> � - PROPOSED OR PRE-EXISTING CONDITIONS. TRAFFIC CONTROL MANUAL FOR IN-STREET WORK. AN APPROVED TRAFFIC CONTROL PLAN DURING �TRAIL EXCAVATION SHALL INCLUDE SUPFICIENT DEPTH TO ACCOMMODATE PROPOSED �
<br /> ` � � � � WILL BE REQUIRED FOR ALL ARTERIAL SiREETS PRIOR TO BEGINNING CONSTRUCTION. IMPROVEMENTS. BACKFILL OVEREXCAVATION WITH STRUCNRAL FILL UNLESS NOffD OTHERWISE 6. ALL EXISTING AND PROPOSED CATCH �BASINS DOWNSTREAlA OF bISNRBED �AREAS SHALL �
<br /> � 7. ALL DAMAGE TO INFRASTRUCNRE CAUSED BY THE CONSTRUCTION SHALL BE REPAIRED IN BY ENGINEER. BE PROTECTED DURING CONSTRUCTION PER STANDARD PLAN N0. 210. � �
<br /> � KIND OR AS REQUIRED BY THE CITY OF EVERETT INSPECTOR AND PORT REPRESENTATIVE. 24. ALL WORK PERFORMED BY ANY Cltt OF EVERETT DEPARTMENTS AND OTHER UTILITY
<br /> . , '" � PURVEYORS TO REAIOVE OR RELOCATE EXISi1NG UTILIiIES SHALL BE DONE AT THE � 6. SAWCUT SURFACE IMPROVE�IENTS TO �BLEND NEW �r�PROVEMENTS SHALL INCLUDE THROUGH DEPTH � 7. THE CONiRACTOR SHALI PROVIDE PERIODIC STREET CLEANING TO REMO�E ANY SEDIMENT . � . ��
<br /> � 8. THE APPROVED PLANS SHOW THE APPROXIMATE AREA OF PAVEMENT RESTORATION BASED ON CONiRACTOR'S ExPENSE. AND INCLUDE REMOVAL, DEMOLITION AND HAUL AWAY. � 1RACKED Off THE SITE. . � �
<br />. , � THE DEPTH OF EXCAVATIONS AND/OR THE AREA OF CURB AND/OR PAVEMENT TO BE
<br /> �. REMOVED AND REPIACE�. THE ACNAL LII�ITS OF THE PA�EMENT RESTORATION SHAIL BE 25. CARE SHALL BE EKERqSED YhiEN E%CAVATING NEAR EXISTING CHARGED WATER MAINS. 7, 7�MPORARY INGRESS/EGRESS CONSIRUC110N ENTRANCES ARE SHOWN ON OPPOSITE ENDS OF 1HE 8. 1HE CONIRACTOR SHALL PERFORM ROUTINE INSPECTION AND A1A�NTENANCE OF ALL .. �
<br /> � DETERMINED IN THE FIELD WI1H THE CITY OF EVERETT INSPECTOR AND PORT REPRESENTATIVE � � PROJECT TO KEEP CONSiRUCTION EQUIPMENT IN DESIGNATED CONSTRUCTION AREAS. CONTRACTOR INSTALLED EROSION AND SEDI�IENT CONTROL BMP'S, ESPECIALLV AFTER STORMS. .
<br /> ��� PRIOR TO THE PAVEMENT RESTORAl10N. � SHAIL BE PREPARED� TO ADJUST THEIR LOCAlIONS TO AVOID MONTIORING WELLS AND ABOVE � �
<br /> �� 9. HORIZONTAL DATUM: NAD 83/91. VERTICAL DANM: NAVD 88. GEN ERAL CONSTRUCTION NOTES: � GROUND UTILI7IES PROTECTED TO REMAIN. CONTRACTOR SHALL ALSO BE PREPARED TO REMO�E 9. APPROPRIATE l�EASURES SHALL BE TAKEN TO STOP SEDIMENTS FROM ENTERING WATER � � -
<br /> � . AND REPLACE EXISTING GUARDRAIL SYSTEM, ACCOMMODATE LAND CLEARING AN� GRADING AS WAYS IF THE PROPOSED BMP'S FAIL .
<br /> � �, 10. SURVEIING AND STAKING OF ALL IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY (AND Wi1HIN 1. EXIS7ING WATER SERNCES SHOVM ARE BASED ON C�iY/PORT RECORDS AND ARE APPROXIMATE NEEEDED. AT PROJECT COMPLE710N, DISTURBED AREAS SNALL BE HIDROSEEDED OR OTHERWISE . . . .
<br /> , . LIMITS Of WORK) SHALL BE COMPLETED PRIOR TO CONS1RUCilON AND COORDINATED VNTH ONLY. CONTRACTOR SHALL VERIFY PRIOR TO CONSTRUCTION. RESTORED WITH LANDSCAPED CO4ER NOTED ELSEWHERE IN THE PLANS.
<br /> � CITY INSPECTOR AN� PORT REPRESENTATiVE TO �ERIFY POSITIVE DRAINAGE IS OBTAINED. 8, TNE PROJECT DESIGN ANIICIPATES EXCAVATION OF UNSUITABLE TOP SOILS UNDER THE TRAIL AND � � � �
<br /> . ' 2. APPROXIMATE LOCAiIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE � y�EW POINTS AND WASTE ON SITE. CONTRACTOR SHAIL PREPARE, FOR APPROVAL BY THE PORT,
<br /> '� 11. �I1E CON7RACTOR SHALL BE RESPONSIBLE FOR REfERENCING AND REPLAqNG ALL MONUMENTS RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A SEQUENCE AND LOCATION PLAN TO REUSE 1HE EXCAVATED SOILS IN THE LANDSCAPE AREAS. �
<br /> THAT MAY BE DIS7URBED, DESi(20YED OR REl�OVED BY THE PROJECT AND SHALL FILE AN VERIFlCAliON OF lOCA710NS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. SEE NOTES BELOW FOR SOIL AMENDING PREPARATIONS � �
<br /> � APPLICATION FOR PERMIT TO REMOVE OR DESTROY A SURVEY MONUMENT N9TH 1HE IF CONFLICTS WITH EXISTING U1ILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL � �
<br /> I WASHINGTON STATE DEPARiMENT OF NANRAL RESOURCES, PURSUANT TO RCW 58.24.040(8). NO11FY THE ENGINEER. ANY CHANGES REQUIRED SHALL BE APPROVED BY THE PORT AND THE g, h{E PROJECT SITE IS INTENDED TO BE CLEARED AND ROTOTILLED PRIOR TO PLAN7ING NEW �
<br /> � � CITY PRIOR TO COMMENCEMENT OF RELATED CINVSii2UCTI0N ON iHE PROJECT. LANDSCAPING. CONIRACTOR SHALL REMOVE EXISTING INVASIVE PLANTS, INCLUDING ROOTS, TO
<br /> ' 12. THE CONTRACTOR SHALL COORDINATE W1TH PORT REPRESENTATIVE FOR ANY SUBMITTAL OF � � AVOID RE-EMERGENCE WITH THE NEW PLANTINGS. � . .
<br /> � DOCUMENTS IN CONFORMANCE WI1H THE STANDARD SPECIFICATIONS PRIOR TO CONSTRUCTIINJ. 3. CONTRACTOR SHALL NOTE INVERT ELEVATIONS -0N EXISIING AND PROPOSED MANHOLES .
<br /> � A MATERIAL SOURCE FORM FOR ALL lAATERIALS TO BE PLACED IN THE RIGHT OF WAY (AND NOTIFY ENGMEER IF ELEVATIONS DIFFER FROM PlANS PRIOR TO ORDERING MANHOLES. �0. ROTOTIWNG OF EXISTING SURFACE WILL REQUIRED AMENDING SOILS W1TH ORGANIC MATERIALS AS
<br /> W1THW LIMITS OF WORK) AND MIX DESIGNS FOR ALL ASPHALT, CONCRETE AND AGGREGATES NOTED IN THE SPEqfICATIONS TO PREPARE THE SOILS FOR LAN�SCAPE PLANIING. -
<br /> . - - TO BE PLACED MAY REQUIRE SUBMITTAL FOR REVIEW AND APPROVAL PRIOR TO BEGINNING 4. SOME EXISTING DRY SIDE SEWERS AND CAPPED ffES MAY BE ENCOUNTERED. VERIFY �W1TH THE � � �
<br /> � CONSTRUCTION. � PORT IF REPLACEMENT SI�E SEWER IS REQUIRED. . .
<br /> - , �- - � 13. hiE CONiRACTOR SHALL NOi1FY THE EVERETT FlRE DEPARTMENT DISPATCHER AT LEAST 5. DO NOT ALLOW SEDIMENT LADEN WATERS TO ENTER SNOHOMISH RIVER. AT A MINIMUM PROVIDE . �-
<br /> � TWENTY-FOUR (24) HOURS IN ADVANCE OF ALL WATER SERVICE INTERRUPTIONS, HIDRANT CB PROTEC710N IMMEDIATELY DOWNSTREAM OF PROJECT. PRO�iDE ADDITIONAL EROSION AND� � � � � .
<br /> � � _ SHUTOFFS, AND STREET CLOSURES OR O1HER ACCESS BLOCKAGE. THE CONIRACTOR SHALL SEDIlAENT CONTROL AS DIRECTED BY PORT REPRESENTATIVE. �
<br /> ALSO NO11fY THE DISPATCHER OF ALL NEW, RELOCAtED, OR ELIMINAIED HYDRANTS RESULIING � � � � �
<br /> � � �. FROM THIS WORK. . � � 6. DO NOT ALLOW fLOW OF STORMWAIER WTO 1HE EXCAVATION. USE IEMPORARY BIPASS PIPING � _
<br /> . . � � AND PUMPS TO INIERCEPT ROWS UPSTREAM OF THE WORK AREA AND DISCHARGE TO POND � � � . .
<br /> � � 14. THE CONTRACTOR SHALL LOCAIE AND PROTECT ALL CASTINGS ANO UTILITIES DURING AFTER PRETREATMENT.. . � � � �
<br /> g � CONSTRUCTION. . � � . . � . � �.
<br /> � 7. ALl SAWWT PAVEMENT TO BE RESTORED AT 1HE LIMITS INDICATED ON THE DRAWINGS . . . �
<br /> 15. THE CONIRACTOR SHALL CONTACT hiE UNDERGRWND UTILITIES LOCATOR SERViCE . .
<br /> . � (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSiFtUGTIDN. 7HE CONTRACTOR SHALI 8. INSTALLATION OF RELOCATEb SIGN POS1S SHALL BE PER CITY Of EVERETT STANDARD DETAILS �,
<br /> � � � BE RESPONSIBLE FOR PROVIDING A PRIVATE LOCATOR SERV7CE TO LOCATE ALL UTILITIES NOT N0. 715 AND N0. 716. . � '! .
<br /> - MARKED BY DIAL-A-DIG WITHOUT ADDI110NAL EXPENSE TO THE PORT. � '
<br /> � �, , 9. CONTRACTOR SHALL PIELD 4ERIFY EXIS7ING PIPE MATERIAL AND OUTER DIAMEIER WHERE „
<br /> � , � 16. IT IS THE SOLE RESPONSIBIIJtt OF THE CONiRACTOR TO VERIPY 1HE ACCURACY OF ALL CONNECTING TO EXISTING� PIPE PRIOR TO ORDERING COUPLMGS. . � :
<br /> � ' $ UTILITY LOCAiIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT .
<br /> �;- ;i � SHOWN YrtiICH MAY BE AFFECTED BY THE IMPLEMENTA710N OF THESE IMPROVEMENTS � . . . ,
<br /> ' � 17. THE CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCNRE LIDS, � � ��
<br /> � VALVE BOXES, AND UTILIiY ACCESS STRUCNRES TO FlNISH GRADE WITHIN AREAS AFFECTED . � �. �
<br /> �� BY 1HE PROPOSED IMPRO�EMENTS. � � . �
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<br /> �- � 18. THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALL TESTING AS RE�UIRED BY THE� STREET � �
<br /> � � ` INSPECTOR OR THE PORT OF EVERETT. . . . .
<br /> - � $ 19. � BACKFILL MATERIAL USED IN PUBLIC RIGHT OF WAY (AND WITHIN LIMITS OF WORK) SHALL � � � -
<br /> MEET CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND SPEGFICATIONS AND THE .
<br /> - � STANDARDS SET FOR1H IN THE PROJECi. MANUAL. � � , �
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