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<br /> GENERAL PROJECT NOTES: 7-09.3(24).
<br /> 5. TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) MEASURES SHALL BE IN PLACE AND OPERATING
<br /> 1. ALL WORK SHALL CONFORM TO THE 2018 EDITION OF CITY OF EVERETT DESIGN AND CONSTRUCTION PRIOR TO DEMOLITION AND CONSTRUCTION ACTIVITIES. ADDITIONAL EROSION CONTROL MEASURES MAY 15. ALL WORK ON WATER SERVICES AND METERS SHALL BE DONE IN ACCORDANCE WITH SECTION 7-15 OF
<br /> STANDARDS AND SPECIFICATIONS. THESE STANDARD PLANS ARE REFERENCED TO IN THESE DESIGN BE REQUIRED DEPENDING ON SITE AND WEATHER CONDITIONS. THE SPECIAL PROVISIONS AND THE CITY OF EVERETT STANDARD DRAWINGS. Tb
<br /> DRAWINGS. A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION.
<br /> 6. ALL EXISTING AND PROPOSED CATCH BASINS DOWNSTREAM OF DISTURBED AREAS SHALL BE PROTECTED 16. INSTALL NEW WATER MAINS SO THAT 3 FEET MINIMUM OF FINAL COVER IS PROVIDED, EXCEPT IN THOSE DY K E M A N
<br /> 2. A COPY OF THE APPROVED PLAN MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. DURING CONSTRUCTION PER STANDARD PLAN NO. 212. LOCATIONS WHERE EXISTING UTILITIES TO REMAIN ARE ENCOUNTERED, WHERE NEW MAIN CONFLICTS WITH
<br /> SANITARY AND STORM PIPING, OR AT NEW TELEPHONE SYSTEM STRUCTURES. MAKE GRADE A R G H I T E CTU R E DESIGN
<br /> 3. LOCAL AND EMERGENCY ACCESS SHALL BE MAINTAINED AT ALL TIMES. 7. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE ANY SEDIMENT TRACKED OFF ADJUSTMENTS AS REQUIRED TO AVOID CONFLICTS WITH OTHER UTILITIES AS APPROVED BY THE
<br /> THE SITE. ENGINEER.
<br /> 4. ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY MUST BE OBTAINED PRIOR TO
<br /> www.dykeman.net 1 1716 est Marine View Drive
<br /> THE START OF CONSTRUCTION. 8. THE CONTRACTOR SHALL PERFORM ROUTINE INSPECTION AND MAINTENANCE OF ALL INSTALLED EROSION 17. SAFETY SYSTEMS FOR TRENCHES AND ALL OTHER EXCAVATIONS SHALL CONFORM TO LAWS AND 425:259:3161 (T) 2nd door/Everett,WA 98201
<br /> AND SEDIMENT CONTROL BMP'S, ESPECIALLY AFTER STORMS. REGULATIONS PER WA. STATE RCW, WAC AND OSHA.
<br /> E 5. PRIOR TO THE START OF CONSTRUCTION WITHIN THE RIGHT OF WAY, THE CONTRACTOR SHALL E
<br /> SCHEDULE AND ATTEND A PRECONSTRUCTION MEETING WITH THE CITY OF EVERETT PUBLIC WORKS 9. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENTS FROM ENTERING WATER WAYS IF THE 18. WATER SERVICE TO ALL LOTS SHALL BE MAINTAINED THROUGHOUT THE PROJECT AT ALL TIMES. CONSULTANT:
<br /> DEPARTMENT. PROPOSED BMP'S FAIL.
<br /> 6. THE CONTRACTOR SHALL PROTECT ALL AREAS OUTSIDE THE WORK ZONE AND OUTSIDE THE 10. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE STORM DRAINAGE NOTES (COE):
<br /> RIGHT-OF-WAY FROM DISTURBANCE. ALL DISTURBED AREAS SHALL BE FULLY RESTORED TO PROPOSED THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1
<br /> OR PRE-EXISTING CONDITIONS. THROUGH SEPTEMBER 30. 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR PUT INTO USE UNTIL IT HAS - . T +
<br /> BEEN INSPECTED, TESTED, AND ACCEPTED BY THE CITY OF EVERETT. �. 1
<br /> 7. ALL DAMAGE TO INFRASTRUCTURE CAUSED BY THE CONSTRUCTION SHALL BE REPAIRED IN KIND OR AS
<br /> REQUIRED BY THE CITY OF EVERETT INSPECTOR. 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND CONSTRUCTION
<br /> GENERAL STORM DRAIN NOTES: STANDARDS AND SPECIFICATIONS AND THE WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, 1601 5th Avenue,Suite 1600
<br /> 8. THE APPROVED PLANS SHOW THE APPROXIMATE AREA OF PAVEMENT RESTORATION BASED ON THE AND MUNICIPAL CONSTRUCTION (CURRENT EDITION). Seattle,WA 98101
<br /> DEPTH OF UTILITY CUTS AND/OR THE AREA OF CURB AND/OR PAVEMENT TO BE REMOVED AND 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT (CITY) STANDARDS AND 206.622.5822
<br /> REPLACED. THE ACTUAL LIMITS OF THE PAVEMENT RESTORATION SHALL BE DETERMINED IN THE FIELD WSDOT/APWA STANDARD SPECIFICATIONS. 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND www.kpff.com
<br /> WITH THE CITY OF EVERETT INSPECTOR PRIOR TO THE PAVEMENT RESTORATION. ARE SHOWN FROM CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF
<br /> 2. ALL REQUESTS FOR INSPECTIONS AND FOR WITNESSING TESTS SHALL BE SCHEDULED WITH THE LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING
<br /> 9. HORIZONTAL DATUM: NAD 83/91. VERTICAL DATUM: NAVD 88. ENGINEER 72 HOURS IN ADVANCE. FAILURE TO GIVE ADEQUATE ADVANCE NOTICE MAY RESULT IN UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR REGISTRATION STAMP:
<br /> DELAYS TO THE CONTRACTOR FOR REQUIRED INSPECTIONS. AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT
<br /> 10. SURVEYING AND STAKING OF ALL IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY SHALL BE COMPLETED OF RELATED CONSTRUCTION ON THE PROJECT.
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<br /> PRIOR TO CONSTRUCTION AND COORDINATED WITH CITY INSPECTOR TO VERIFY POSITIVE DRAINAGE IS 3. SAWCUT OR TRENCH WHEEL CUT PAVEMENT PRIOR TO DIGGING. $4,0ira if4 "Pc�,
<br /> OBTAINED. 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY ,4' 1":''�'-
<br /> 4. ALL MANHOLES OVER 3 FEET IN HEIGHT SHALL BE PROVIDED WITH A LADDER OR STEPS PER CITY OF SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. x �
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<br /> 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REFERENCING AND REPLACING ALL MONUMENTS THAT EVERETT STANDARD PLAN NO. 608. -
<br /> MAY BE DISTURBED, DESTROYED OR REMOVED BY THE PROJECT AND SHALL FILE AN APPLICATION FOR 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED 'DUMP NO WASTE, DRAINS TO STREAM, 2"1209 . 4
<br /> PERMIT TO REMOVE OR DESTROY A SURVEY MONUMENT WITH THE WASHINGTON STATE DEPARTMENT OF 5. SUBMIT SHOP DRAWINGS FOR ALL NEW MANHOLES TO THE ENGINEER FOR APPROVAL. NO MANHOLE LAKE, RIVER, PUGET SOUND, OR WETLAND." CHOOSE APPROPRIATE FEATURE FOR THE PROJECT Q°,p4, .eo1ST `.
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<br /> NATURAL RESOURCES, PURSUANT TO RCW 58.24.040(8). SHALL BE MANUFACTURED PRIOR TO APPROVAL OF SHOP DRAWINGS. 6'SIoxnL0
<br /> D 12. THE CONTRACTOR SHALL COORDINATE WITH THE CITY FOR ANY SUBMITTAL OF DOCUMENTS IN 6. ALL PIPES SHALL BE CLEARLY MARKED WITH TYPE, CLASS AND THICKNESS, AS APPLICABLE. LETTERING PROJECT IDENTIFICATION: D
<br /> CONFORMANCE WITH THE STANDARD SPECIFICATIONS PRIOR TO CONSTRUCTION. A MATERIAL SOURCE SHALL BE LEGIBLE AND PERMANENT UNDER NORMAL CONDITIONS OF HANDLING AND STORAGE.
<br /> FORM FOR ALL MATERIALS TO BE PLACED IN THE RIGHT OF WAY AND MIX DESIGNS FOR ALL ASPHALT, Evergreen Branch
<br /> CONCRETE AND AGGREGATES TO BE PLACED IN THE RIGHT OF WAY MAY REQUIRE SUBMITTAL FOR 7. AFTER BACKFILL ALL STORM DRAIN CONNECTIONS SHALL BE TESTED IN ACCORDANCE WITH WSDOT
<br /> REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION. STANDARD SPECIFICATIONS 7-17.3(2)F. STORM DRAIN CONNECTIONS THAT ARE RECONSTRUCTED OR L I b ra r
<br /> REPAIRED TO A LENGTH OF 10 FEET OR MORE SHALL BE TESTED FOR WATERTIGHTNESS Y
<br /> 13. THE CONTRACTOR SHALL NOTIFY THE EVERETT FIRE DEPARTMENT DISPATCHER AT LEAST TWENTY-FOUR SIMULTANEOUSLY WITH THE MAIN LINE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATIONS Expansion
<br /> (24) HOURS IN ADVANCE OF ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, AND STREET 7-17.3(2)F. TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE CITY INSPECTOR.
<br /> CLOSURES OR OTHER ACCESS BLOCKAGE. FOR
<br /> 8. TEMPORARY BYPASS PLANS FOR ALL STORM DRAIN SYSTEM SHALL BE SUBMITTED TO THE CITY FOR
<br /> 14. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION. APPROVAL. City of Everett
<br /> 15. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATOR SERVICE (1-800-424-5555) 9. TEMPORARY BYPASS SHALL BE INSTALLED,AND FULLY OPERATIONAL PRIOR TO REMOVAL OF ANY
<br /> AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. MANHOLES.
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<br /> 16. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACCURACY OF ALL UTILITY 10. STRUCTURAL FILL OR CSBC OR GB WILL BE REQUIRED FOR BACKFILL AROUND ALL NEW MANHOLES.
<br /> LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICH 9512 Evergreen Way
<br /> MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE IMPROVEMENTS. 11. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS ON EXISTING AND PROPOSED MANHOLES. NOTIFY THE Everett WA 98204
<br /> ENGINEER IF ELEVATIONS DIFFER PRIOR TO ORDERING MANHOLES AND PRIOR TO BEGINNING ANY PIPE
<br /> 17. THE CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURE LIDS, VALVE INSTALLATION.
<br /> BOXES, AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY THE
<br /> PROPOSED IMPROVEMENTS. 12. PROTECT ALL INSTALLED PIPES AND STRUCTURES WITH BACKFILL, STEEL PLATES OR OTHER ADEQUATE
<br /> PROTECTION FROM CONSTRUCTION AND TRAFFIC LOADS PRIOR TO FINAL GRADING AND PAVING.
<br /> 18. THE CONTRACTOR SHALL PROVIDE FOR ALL TESTING AS REQUIRED BY THE STREET INSPECTOR.
<br /> 13. PROTECT ALL EXISTING UTILITIES TO REMAIN. BID SET
<br /> 19. BACKFILL MATERIAL USED IN PUBLIC RIGHT-OF-WAY SHALL MEET CITY OF EVERETT DESIGN AND
<br /> CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE STANDARDS SET FORTH IN THE PROJECT 14. DO NOT ALLOW FLOW OF STORMWATER OR RAW SEWAGE TO ENTER THE TRENCH OR EXCAVATION PIT. This drawing is:
<br /> C MANUAL. 1. Copyright 2017 Dykeman, Inc. C
<br /> 15. AT THE END OF EACH WORKDAY AND IN WORK LOCATIONS WHERE THE CONTRACTOR IS NOT PRESENT, 2.The Architects Instrument of Professional Service.
<br /> 20. INSPECTION AND ACCEPTANCE OF ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE BY ALL OPEN EXCAVATIONS, TRENCHES OR MANHOLE STRUCTURES SHALL BE COVERED WITH STEEL PLATES 3. For use on this project only. Obtain Architects
<br /> written permission for any other use or reproduction.
<br /> REPRESENTATIVES OF THE CITY OF EVERETT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OR PORTABLE FENCE PANELS. IN ADDITION, CONSTRUCTION SAFETY FENCE (CHAIN LINK) SHALL BE
<br /> COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS ALLOWING FOR PROPER ADVANCE NOTICE. THE ERECTED TO SURROUND THE WORK AREA. PROJECT NUMBER:
<br /> STREET INSPECTOR MAY REQUIRE REMOVAL AND RECONSTRUCTION OF ANY ITEMS PLACED IN THE RIGHT
<br /> OF WAY THAT DO NOT MEET CITY STANDARDS OR THAT WERE CONSTRUCTED WITHOUT APPROPRIATE 16. SEWER SHALL MAINTAIN A MINIMUM LATERAL CLEARANCE AS FOLLOWS: 10 FEET FROM POTABLE WATER 1700170
<br /> INSPECTIONS. MAIN, 3 FEET FROM ALL CONDUITS, AND 4 FEET FROM ALL NATURAL GAS LINES.
<br /> 21. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY EROSION CONTROL AND SEDIMENTATION REVISIONS:
<br /> COLLECTION FACILITIES TO ENSURE THAT SEDIMENT-LADEN WATER DOES NOT ENTER THE STORM DRAIN
<br /> SYSTEM. AS CONSTRUCTION PROGRESSES AND UNEXPECTED (SEASONAL) CONDITIONS DICTATE, MARK DATE DESCRIPTION
<br /> ADDITIONAL CONTROL FACILITIES MAY BE REQUIRED. DURING THE COURSE OF CONSTRUCTION IT SHALL GENERAL WATER NOTES: - 08-07-17 DD COST EST.
<br /> BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS 08-14-18 DD SUBMITTAL
<br /> 08-14-18 PERMIT SUBMITTAL
<br /> THAT MAY BE CREATED BY THE CONTRACTOR'S ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES 1. POTHOLE ALL EXISTING UTILITIES TO VERIFY SIZE, ELEVATION, AND LOCATION. POTHOLING SHALL BE AT 09-10-18 BID SET
<br /> THAT MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. A MINIMUM 100 FEET AHEAD OF PIPE INSTALLATION. IF A CONFLICT IS ENCOUNTERED, DEFLECT PIPE TO
<br /> PROVIDE CLEARANCE BETWEEN NEW AND EXISTING UTILITIES AS APPROVED BY THE ENGINEER. _ . ..
<br /> 22. THE CONTRACTOR SHALL KEEP ALL PAVED SURFACES IN THE RIGHT OF WAY CLEAN BY SWEEPING.
<br /> 2. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN APPROVED
<br /> 23. CONTRACTOR'S TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CITY OF EVERETT TRAFFIC BACKFLOW PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND
<br /> CONTROL MANUAL FOR IN-STREET WORK. AN APPROVED TRAFFIC CONTROL PLAN WILL BE REQUIRED RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST RESULTS.
<br /> FOR ALL ARTERIAL STREETS PRIOR TO BEGINNING CONSTRUCTION.
<br /> 3. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE PUBLIC WORKS DEPARTMENT
<br /> 24. ALL WORK PERFORMED BY ANY CITY OF EVERETT DEPARTMENTS AND OTHER UTILITY PURVEYORS TO AT THE DEVELOPER'S EXPENSE. THE PUBLIC WORKS DEPARTMENT SHALL BE GIVEN AT LEAST 5
<br /> ,, REMOVE OR RELOCATE EXISTING UTILITIES SHALL BE DONE AT THE CONTRACTOR'S EXPENSE. BUSINESS DAYS NOTICE FOR EACH CONNECTION. THE PUBLIC WORKS DEPARTMENT SHALL THEREAFTER
<br /> DETERMINE THE DATE AND TIME AT WHICH THE CONNECTION SHALL BE MADE.
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<br /> 25. CARE SHALL BE EXERCISED WHEN EXCAVATING NEAR EXISTING CHARGED WATER MAINS.
<br /> B W 4. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS. B
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<br /> GENERAL CONSTRUCTION NOTES: 5. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF PROJECT TEAM:
<br /> CONSTRUCTION. THE CITY OF EVERETT PUBLIC WORKS CONSTRUCTION DIVISION MUST BE NOTIFIED AT PRINCIPAL IN CHARGE: I MAV
<br /> 1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND LEAST 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. PROJECT MANAGER: I AGC
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<br /> ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF DRAWN BY:ENGINEER:
<br /> NGINEER: I CB
<br /> PROJECT I TAD
<br /> LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH 6. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY THE PUBLIC WORKS
<br /> a EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER. ANY DEPARTMENT OF A PERSON WHO CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON KEYPLAN:
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<br /> CHANGES REQUIRED SHALL BE APPROVED BY THE CITY PRIOR TO COMMENCEMENT OF RELATED A 24 HOUR BASIS.
<br /> 0-9 CONSTRUCTION ON THE PROJECT.
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<br /> 7. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCH VERTICAL SEPARATION BETWEEN POTABLE
<br /> 2. CONTRACTOR SHALL NOTE INVERT ELEVATIONS ON EXISTING AND PROPOSED MANHOLES. NOTIFY AND NON-POTABLE CONVEYANCE SYSTEMS.
<br /> ENGINEER IF ELEVATIONS DIFFER FROM PLANS PRIOR TO ORDERING MANHOLES.
<br /> a 8. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS DEPARTMENT PERSONNEL ONLY.
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<br /> 3. ALL SAWCUT PAVEMENT TO BE RESTORED AT THE LIMITS INDICATED ON THE DRAWINGS. ALL VALVES, NEW AND EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES.
<br /> 4. INSTALLATION OF RELOCATED SIGN POSTS SHALL BE PER CITY OF EVERETT STANDARD DETAILS NO. 715 9. CONTRACTOR TO PROVIDE ALL NECESSARY PAVEMENT REMOVAL, EXCAVATION, SHORING, DEWATERING,
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<br /> AND NO. 716. PIPE & FITTINGS, PIPE ALIGNMENT AND PIPE SUPPORT REQUIRED FOR PIPE HOOK-UP TO THE EXISTING
<br /> WATER MAIN. VERIFY EACH CONNECTION BY POTHOLE AND FIELD VERIFY THAT ALL CONNECTIONS ARE
<br /> 5. CONTRACTOR SHALL FIELD VERIFY EXISTING PIPE MATERIAL AND OUTER DIAMETER WHERE CONNECTING CORRECT. ALL CORRECT FITTINGS AND CONNECTIONS MUST BE ON SITE AND VERIFIED PRIOR TO
<br /> TO EXISTING PIPE PRIOR TO ORDERING COUPLINGS. SCHEDULING CITY CREWS. CONNECTIONS TO BE MADE PER SECTION 7-09 OF THE SPECIAL PROVISIONS
<br /> g AND STANDARD SPECIFICATIONS.
<br /> TESC NOTES
<br /> N 10. ABANDON EXISTING WATER MAINS IN PLACE, EXCEPT WHERE EXISTING MAINS CONFLICT WITH NEW WORK. DRAWING TITLE:
<br /> 1. SURVEY SHOWN ON DESIGN DRAWINGS HAS BEEN SCREENED FOR CLARITY. REFER TO SURVEY SHEETS ABANDONMENT OF WATER MAINS SHALL BE PER COE SPECIFICATIONS.
<br /> FOR EXISTING CONDITIONS.
<br /> 11. NOTIFY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF TAKING OUT OF SERVICE ANY FIRE HYDRANT,
<br /> AE 2. CONTRACTOR SHALL PROVIDE CONSTRUCTION FENCING AS REQUIRED FOR SAFETY. CONSTRUCTION FENCE SPRINKLER SUPPLY, OR OTHER FIRE PROTECTION WATER EQUIPMENT. A
<br /> L SHOWN REPRESENTS A CONCEPT NOT INCLUSIVE OF ALL WORK. CONTRACTOR SHALL MODIFY FENCE NOTES
<br /> CONFIGURATION TO ACCOMMODATE THE CURRENT STAGE OF CONSTRUCTION AND PEDESTRIAN TRAFFIC 12. ALL VALVES BOXES AND EXTENSIONS SHALL BE ADJUSTED TO FINISH GRADE JUST PRIOR TO FINAL
<br /> E FLOW. SEE DEMOLITION SERIES FOR ASSOCIATED DEMOLITION ACTIVITY. PAVING, SEE COE STANDARD DRAWING 504.
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<br /> N 3. CONTRACTOR SHALL OBTAIN TRENCH DEWATERING DISCHARGE AUTHORIZATION TO THE SANITARY SEWER 13. FOR DRAWING CLARITY SOME CONCRETE THRUST BLOCKING MAY NOT BE SHOWN. THRUST BLOCKS OR
<br /> co FROM THE CITY OF EVERETT INDUSTRIAL PRETREATMENT DIVISION. JOINT RESTRAIN SHALL BE REQUIRED WHERE JOINTS ARE NOT RESTRAINED BY FUSING OR FLANGES. DRAWING NUMBER:
<br /> N ALL JOINTS FOR FIRE HYDRANTS ASSEMBLES (INCLUDING TEE) SHALL BE RESTRAINED.
<br /> g 4. CONTRACTOR SHALL KEEP STREET FREE OF SEDIMENT. IF SEDIMENT IS TRACKED ONTO STREET, STREET
<br /> SWEEPING SHALL BE IMPLEMENTED IMMEDIATELY TO CORRECT. 14. FLUSHING AND DISINFECTION OF WATER MAINS SHALL BE IN ACCORDANCE WITH SPECIAL PROVISIONS
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