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<br />73 No.
<br />Q
<br />UTILITIES GENERAL NT
<br />1. WHERE REFUSE IS ENCOUNTERED WITHIN UTILITY EXCAVATIONS HANDLING,
<br />STOCKPILING AND DISPOSAL OF THE REFUSE SHALL BE COMPLETED PER
<br />THE REQUIREMENTS OF THE CONSENT DECREE AND THE APPROVED HEALTH
<br />AND SAFETY PLAN.
<br />2. WITHIN THE ROADWAY RIGHT OF WAY LIMITS, REFUSE ENCOUNTERED AT
<br />THE PIPE INVERT ELEVATION DURING EXCAVATION SHALL BE
<br />OVER -EXCAVATED TO A DEPTH OF AT LEAST 12 INCHES BELOW THE BASE
<br />OF THE PROPOSED PIPE BEDDING (2 FEET BELOW THE BASE OF THE
<br />PIPE). OVER -EXCAVATION SHALL EXTEND THE FULL WIDTH OF THE
<br />TRENCH. OVER -EXCAVATED AREAS SHALL BE BACKFILLED WITH
<br />FOUNDATION MATERIAL CLASS A, AS DESCRIBED IN SECTION 9-03.17 OF
<br />THE WSDOT STANDARD SPECIFICATIONS (WSDOT, 2018). THE FOUNDATION
<br />MATERIAL SHALL BE COMPACTED TO THE MAXIMUM EXTENT POSSIBLE PRIOR
<br />TO PLACING THE PIPE ZONE BEDDING.
<br />3. WITHIN THE ROADWAY RIGHT OF WAY LIMITS, THE FILL SOILS AND REFUSE
<br />ENCOUNTERED ALONG THE PROPOSED UTILITY ALIGNMENTS ARE NOT
<br />SUITABLE FOR REUSE AS TRENCH BACKFILL FOR THIS PROJECT.
<br />IMPORTED TRENCH BACKFILL WILL BE REQUIRED FOR ALL UTILITY
<br />INSTALLATIONS, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
<br />DURING DRY WEATHER, LPSB MAY BE USED FOR BACKFILL OF UTILITY
<br />TRENCHES.
<br />4. FLEXIBLE JOINT CONNECTIONS SHALL BE ADDED TO ALL POINTS WHERE
<br />UTILITIES TRANSITION FROM GRADE -SUPPORTED TO PILE -SUPPORTED, AS
<br />SHOWN IN THE PLANS. DEFLECTION TOLERANCE SHALL MEET THE
<br />REQUIREMENTS IN THE APPROVED GEOTECHNICAL REPORT.
<br />5. IN AREAS WHERE UTILITY TRENCHES ARE NOT LOCATED UNDER ASPHALT
<br />OR HPDE GEOMEMBRANE LINER, AND PENETRATES THE LPSB HYDRAULIC
<br />BARRIER, BSB SHALL BE PLACED IN THE TRENCH THROUGHOUT THE DEPTH
<br />OF THE LPSB ZONE UNLESS OTHERWISE APPROVED BY THE ENGINEER.
<br />T R Z S A ITA GENERAL T
<br />1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT
<br />STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS.
<br />2. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED,
<br />CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED,
<br />AND APPROVED BY THE CITY INSPECTOR.
<br />3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED
<br />FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS
<br />AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF
<br />CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE
<br />CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY
<br />CHANGES REQUIRED SHALL BE APPROVED BY THE OWNER'S
<br />REPRESENTATIVE AND THE CITY ENGINEER PRIOR TO COMMENCEMENT OF
<br />RELATED CONSTRUCTION ON THE PROJECT.
<br />4. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN
<br />EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR
<br />TO STARTING CONSTRUCTION.
<br />5. ALL SEWER MAINS SHALL BE INSTALLED WITH GREEN STRIPE ON PIPE
<br />AND TRACING WIRE SHALL BE INSTALLED ABOVE PIPE BEDDING, SEWER
<br />MAIN PIPE MATERIALS SHALL BE APPROVED BY THE CITY ENGINEER
<br />PRIOR TO CONSTRUCTION.
<br />6. HDPE PIPE SHALL MEET WSDOT 9-05.23 WITH MINIMUM SDR 32.5.
<br />7. 6 OF PIPE FOR SANITARY SEWER AND STORM DRAINAGE SHALL BE LEFT
<br />INSIDE STRUCTURES WHEN GROUTED TO ALLOW FOR PULL OUT WHEN
<br />SETTLEMENT OCCURS.
<br />WATER LNOTES:
<br />1. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY
<br />MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO
<br />SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND RECEIPT OF
<br />SATISFACTORY BACTERIOLOGICAL TEST RESULTS.
<br />2. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE
<br />PUBLIC WORKS DEPARTMENT AT THE DEVELOPER'S EXPENSE. THE PUBLIC
<br />WORKS DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE
<br />FOR EACH CONNECTION. THE PUBLIC WORKS DEPARTMENT SHALL
<br />THEREAFTER DETERMINE THE DATE AND TIME AT WHICH THE CONNECTION
<br />SHALL DE MADE.
<br />3. ALL WORK AND MATERIAL MUST CONFORM TO CITY OF EVERETT STANDARDS
<br />4. A PRE -CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO
<br />THE START OF CONSTRUCTION. THE CITY OF EVERETT PUBLIC WORKS
<br />CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO
<br />COMMENCEMENT OF CONSTRUCTION.
<br />5. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY
<br />THE PUBLIC WORKS DEPARTMENT OF A PERSON WHO CAN BE CONTACTED
<br />REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS.
<br />6. MAINTAIN A MINIMUM OF 10 FEET HORIZONTALAND w i
<br />SEPARATION BETWEEN POTABLE AND NON -POTABLE CONVEYANCE SYSTEMS.
<br />UNLESS OTHERWISE
<br />-w PLANS.
<br />7. ALL CITY
<br />OF - - VALVES OPERATED BY •WORKS
<br />ACCESSIBLEDEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND EXISTING, SHALL BE
<br />AT ALL TIMES.
<br />8. PIPE AND THRUST BLOCKS SIZED FOR 20OPSI DESIGN PRESSURE.
<br />9. UNLESS iiROVED BY THE CITY ENGINEER, ALL WATER MAINS WITHIN THE
<br />LANDFILL ZONE IDENTIFIED IN THE CONSENT DECREE SHALL BE 12" HDPE
<br />D - R.. D.I.. wiLUE STRIPE
<br />_ ON
<br />TRACING WIRE
<br />SHALL
<br />INSTALLEDBE B i
<br />HDPE (DI PIPE
<br />- D BE PRESSURE
<br />ii - RA---- X-- f DI
<br />FITTINGS
<br />RATED AT MIN. 2•f PSI MAY BE USED IN LIEU OF riHOWEVER THE FITTING MATERIAL USED SHALL BE CONSISTENT THROUGHOUT
<br />THE PROJECT CONSTRUCTION. WATER MAIN PIPE MATERIALS SHALL BE
<br />APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION.
<br />-
<br />Revision
<br />21. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE
<br />FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL
<br />BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF
<br />CONSTRUCTION.
<br />22. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM
<br />REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE
<br />CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS
<br />NEEDED FOR THE UNEXPECTED STORM EVENTS AND TO ENSURE THAT
<br />SEDIMENT AND SEIMENT-LADEN WATER DO NOT LEAVE THE SITE.
<br />23. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO
<br />ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND
<br />CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PROJECT ACCEPTANCE.
<br />THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER
<br />INTO THE DOWNSTREAM SYSTEM.
<br />24. THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND
<br />SEDIMENTATION CONTROL BMPS WITHIN 30 DAYS AFTER FINAL SITE
<br />STABILIZATION OR AFTER THEY ARE NO LONGER NECESSARY,
<br />25. CONSTRUCTION ACCESS ROADS SHALL BE CONSTRUCTED AND MAINTAINED
<br />AS NEEDED BASED ON CONTRACTOR'S PHASING. DUE TO THE EXISTING
<br />SOIL PROPERTIES, RUTTING AND OTHER NEGATIVE IMPACTS MAY OCCUR
<br />AND MAY NECESSITATE EXTRA MEASURES SUCH AS GEOTEXTILE
<br />SUPPORTED ROCK ACCESS RAMPS.
<br />26, CONTRACTOR SHALL PROVIDE ROUTINE INSPECTION AND MAINTENANCE OF
<br />THE SITE.
<br />27. WEEKLY INSPECTIONS OF THE SITE WILL BE IMMEDIATELY FOLLOWED BY
<br />NECESSARY REPAIRS TO BMPS; PLUS INSPECTION AND REPAIRS AS
<br />NECESSARY ARE REQUIRED AFTER ANY STORM WITH INTENSITY OF
<br />GREATER THAN 6 MONTHS FOR ANY DURATION.
<br />28, INSPECTIONS AND MAINTENANCE/REPAIRS REQUIRED FOR POINTS OF
<br />DISCHARGE TO CITY OR ANY OFFSITE OWNER SHALL BE INCLUDED ON
<br />THE SAME INSPECTION AND MAINTENANCE SCHEDULE.
<br />29. INSPECTIONS AND MAINTENANCE SHALL OCCUR INDEFINITELY UNTIL THE
<br />SITE IS DEVELOPED OR UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
<br />30. AN INSPECTION CHECKLIST SHALL BE FILLED OUT FOR EACH INSPECTION.
<br />DISKING EXISTING
<br />PART 1 - GENERAL
<br />1.1 SUMMARY
<br />THIS SECTION DESCRIBES GENERAL REQUIREMENTS FOR DISKING
<br />EXISTING VEGETATION.
<br />1.2 DEFINITIONS
<br />A. DISKING: CHURNING THE TOP 4- TO 6-INCHES OF THE SURFACE, WITH
<br />THE INTENTION OF BLENDING SHORT GRASS AND A THIN LAYER OF
<br />ROOT MASS WITH THE SUBSURFACE MATERIAL.
<br />B. VEGETATION: GRASS NO TALLER THAN 2 INCHES, AND ITS ROOTS.
<br />C. MOWING: THE CUTTING OF GRASS TO A HEIGHT NOT GREATER THAN 2
<br />INCHES.
<br />1.3 SEQUENCING AND SCHEDULING
<br />A. THE CONTRACTOR SHALL ONLY DISK AREAS THAT ARE TO BE
<br />IMMEDIATELY WORKED ON.
<br />B. BEFORE EXCAVATION OR FILL PLACEMENT CAN BEGIN WITHIN A PLANNED
<br />AREA OF WORK, THE AREA MUST BE DISKED. AREAS TO BE EITHER
<br />DISKED OR CLEARED AND GRUBBED SHOULD BE CLEARLY SHOWN IN
<br />THE CONTRACT DOCUMENTS. IF THE AREAS ARE NOT CLEAR IN THE
<br />CONTRACT DOCUMENTS, THE CONTRACTOR SHALL OBTAIN DIRECTION
<br />FROM THE ENGINEER ON HOW TO PREP THE SITE BEFORE STARTING
<br />WORK IN THAT AREA.
<br />PART 3 - EXECUTION
<br />3.1 GENERAL
<br />A. VERIFICATION OF CONDITIONS:
<br />1. VERIFY ALL LINES, LIMITS AND GRADES PRIOR TO BEGINNING DISKING
<br />EXISTING VEGETATION.
<br />3.2 PROTECTION
<br />A. ALL STREETS, ROADS, GRADING, STRUCTURES, UTILITIES, MONITORING
<br />WELLS, AND OTHER IMPROVEMENTS NOT SPECIFICALLY DESIGNATED TO
<br />BE MOWED, CLEARED, REMOVED, STRIPPED OR ALTERED AS A PART OF
<br />THE WORK SHALL BE PROTECTED FROM DAMAGE THROUGHOUT THE
<br />CONSTRUCTION PERIOD. ANY DAMAGE CAUSED BY THE CONTRACTOR,
<br />HIS EMPLOYEES, AGENTS, OR ANY LOWER TIERED SUBCONTRACTORS
<br />SHALL BE IMMEDIATELY REPAIRED TO THE ORIGINAL CONDITION AND TO
<br />THE SATISFACTION OF THE ENGINEER OR REPRESENTATIVE AT THE
<br />CONTRACTORS COST. COMPLETED WORK (E.G. EARTHWORK AND
<br />FOUNDATIONS) SHALL BE PROTECTED FROM WETTING, DRYING AND
<br />FREEZING BY PROVIDING TEMPORARY DRAINAGE FEATURES AND
<br />BLANKETS OR PROTECTIVE COVER SOIL LAYERS AS NECESSARY.
<br />3.3 DISKING EXISTING VEGETATION
<br />A. THE CONTRACTOR SHALL DISK EXISTING VEGETATION IN ALL AREAS OF
<br />PROPOSED FILL PLACEMENT PRIOR TO PLACEMENT OF FILL. DISKING
<br />SHALL NOT START UNTIL THE SURFACE VEGETATION IS MOWED TO A
<br />MAXIMUM HEIGHT OF 2 INCHES. DISKING SHALL CONTINUE UNTIL THE
<br />UPPER 4- TO 6-INCHES OF SOIL, VEGETATION AND ROOT MASS ARE
<br />THOROUGHLY MIXED.
<br />B. DISKING EXISTING VEGETATION WORK INCLUDES:
<br />1. PROTECTING FROM HARM ALL OBJECTS SELECTED TO REMAIN.
<br />2. MOWING THE AREA PRIOR TO DISKING.
<br />J
<br />RELOCATIONREFUSE DISPOSAL NOTES -
<br />PLAN.
<br />COMPACTION INOTES:
<br />1. ANY AREAS RECEIVING STOCKPILED/FILL MATERIAL TO BE PLACED AND
<br />COMPACTED, SHALL HAVE EXISTING VEGETATION TILLED INTO THE
<br />SUDGRADE PRIOR TO PLACEMENT OF SOIL. SEE ALSO DISKING EXISTING
<br />VEGETATION NOTES, THIS PAGE.
<br />2. STRUCTURAL FILL SHALL BE COMPACTED TO MINIMUM 95% MODIFIED
<br />PROCTOR.
<br />3. GEOTECHNICAL TESTING SHALL BE COMPLETED PRIOR TO FILL
<br />PLACEMENT TO DETERMINE SOIL MOISTURE AND PLACEMENT
<br />REQUIREMENTS REQUIRED TO ACHIEVE SPECIFIED COMPACTION.
<br />CONTINGENCY
<br />IN THE EVENT THAT WATER QUALITY MONITORING INDICATES THAT TURBID
<br />RUNOFF IS LEAVING THE SITE:
<br />1. COVER ALL AREAS OF EXPOSED SOIL WITH PLASTIC SHEETING. PLASTIC
<br />SHOULD HAVE SUFFICIENT STAKED SAND BAGS AND OVERLAPPED JOINT
<br />TO PREVENT WIND BLOW -OFF.
<br />2. PUMP ALL TURBID RUNOFF FROM DETENTION POND TO WATER TRUCK
<br />FOR OFF SITE DISPOSAL. NO OTHER WORK ACTIVITY SHALL BE
<br />PERMITTED UNTIL WATER QUALITY MONITORING INDICATES THAT CLEAN
<br />RUNOFF IS LEAVING THE SITE.
<br />1. ALL VAULTS AND MANHOLES THAT ARE BELOW GRADE ARE CONSIDERED
<br />AS PERMIT REQUIRED CONFINED SPACES. PER OSHA 1910.146 A SIGN
<br />READING "DANGER, PERMIT -REQUIRED CONFINED SPACE, DO NOT
<br />ENTER" SHALL BE PLACED ON OR NEAR THE STRUCTURES AS
<br />APPROPRIATE. FINAL SIGN LETTERING, TYPE, SIZE, AND PLACEMENT
<br />SHALL BE APPROVED BY THE ENGINEER.
<br />2. ALL STRUCTURES SHALL HAVE GASKETED WATER TIGHT JOINTS AS
<br />APPROPRIATE, PER SECTION 9-04.4 OF THE WSDOT STANDARD
<br />SPECIFICATIONS (WSDOT, 2015).
<br />THROUGH APRILa
<br />1. THE CONSTRUCTION SEQUENCE SHALL BE MODIFIED TO MINIMIZE THE
<br />AREA OF UNSTABLIZED SOIL. A MAXIMUM OF 1,000 SQUARE FEET OF
<br />DIRT WILL BE EXPOSED AT ANY TIME.
<br />2. EARTHEN AREAS THAT ARE SUBJECT TO CONTRIBUTING SEDIMENTS
<br />DURING STORM EVENT AND WHERE EARTH MOVEMENT IS NOT
<br />ANTICIPATED FOR 46-HOURS SHALL BE STABILIZED USING BMP
<br />MEASURES IN THE FOLLOWING NOTES:
<br />3. WET SEASON TESC MEASURES WILL BE EXPANDED TO INCLUDE
<br />a. INSTALL A SECOND SILT FENCE, 10-FEET INSIDE OF THE ORIGINAL
<br />SILT FENCE
<br />b. INSTALL A SEDIMENT POND DESIGNED TO ACCOMMODATE A 25-YR,
<br />24-HOUR STORM
<br />c. A PLAN TO PUMP WATER FROM THE SEDIMENT POND TO A
<br />GRASSY AREA ON THE SITE WHEN DISCHARGE FROM THE SEDIMENT
<br />POND IS 'MUDDY', PRIOR APPROVAL BY THE CITY REQUIRED.
<br />d. BUILDING MATERIALS SHALL BE STOCKPILED ON THE PAVED ROAD
<br />SURFACE (REDUCES "TRAFFIC" ON EARTHEN STRUCTURES)
<br />4. SOILS SHALL NOT BE DISTURBED EXCEPT FOR ACTUAL CONSTRUCTION
<br />ACTIVITIES. PARKING IS ALLOWED ONLY ON PAVED AND/OR ON GRAVEL
<br />SURFACES.
<br />5. SLOPES 6% AND GREATER WITHOUT ESTABLISHED GROUNDCOVER WILL BE
<br />STABILIZED WITH PLASTIC SHEETING, 6-MIL (MINIMUM). THE SHEETING
<br />SHALL BE ANCHORED WITH SAND BAGS LOCATED 5-FEET APART ON THE
<br />PERIMETER AND 10-FEET ON CENTER OF THE REMAINDER OF THE
<br />SHEETING. MINIMUM OF 2-FEET OVERLAP IS REQUIRED FOR OVERLAPPING
<br />SHEETS.
<br />6. WATER DISCHARGED FROM THE SITE WILL BE MONITORED FOR TURBIDITY.
<br />MAXIMUM ALLOWABLE TURBIDITY OF DISCHARGED WATER WILL FEE 5 NTU
<br />OVER BACKGROUND.
<br />7. WHEN RAINFALL IS HEAVY (DEFINED AS RAINFALL HARD ENOUGH TO
<br />PRODUCE SEDIMENT RUN-OFF FROM EXPOSED DIRT), ALL EXPOSED
<br />EARTHWORK SHALL BE COVERED. NO OTHER CONSTRUCTION ACTIVITY
<br />SHALL OCCUR ON PERVIOUS SURFACES DURING THESE PERIODS OF
<br />HEAVY RAIN.
<br />6. ALL DRAINAGE SWALES SHALL BE FULLY VEGETATED, SWALES SHALL BE
<br />SODDED IF THE VEGETATION GROWING IN THE SWALE IS INSUFFICIENT TO
<br />PROVIDE WATER QUALITY AND TO PREVENT EROSION OF THE SWALE.
<br />9. SEE ALSO CONSENT DECREE FOR THE LANDFILL SITE ON NT2.
<br />1 THROUGH APRIL
<br />1. UTILITY INSTALLATION AND TRENCHING SHOULD BE SCHEDULED AROUND
<br />THE PREDICTED WEATHER FORECASTS. EXCAVATION OF UTILITY
<br />TRENCHES SHOULD BE LIMITED TO THE AMOUNT OF UTILITY THAT MAY
<br />BE INSTALLED AND BACKFILLED IN A DAY. PLASTIC SHEETING SHALL BE
<br />USED TO COVER ALL STOCKPILES THAT WILL REMAIN OVERNIGHT.
<br />SUFFICIENT PLASTIC SHEETING SHALL BE STOCKPILED ON SITE TO COVER
<br />ALL TEMPORARY STOCKPILED SOIL IN THE EVENT OF AN UNEXPECTED
<br />STORM EVENT. COMPLY WITH ALL REQUIREMENTS OF CHAPTER 296-155
<br />WAG, PART N, FOR ENSURING TRENCH SAFETY.
<br />2. LIMIT EARTH DISTURBING ACTIVITIES TO DRY WEATHER DAYS,
<br />RE-ESTABLISH COVER AS SOON AS CONSTRUCTION ACTIVITY IS
<br />COMPLETE.
<br />3. COVER MEASURES SHALL BE RE -APPLIED IMMEDIATELY FOLLOWING THE
<br />COMPLETION OF THE WORK ACTIVITY. NO AREAS OF EXPOSED SOIL
<br />SHALL REMAIN UNCOVERED UNLESS ACTIVELY BEING WORKED.
<br />4. SEE ALSO CONSENT DECREE FOR THE LANDFILL SITE ON NT2.
<br />5. CRUSHED SURFACING BASE COURSE OR GRAVEL BORROW MEETING THE
<br />WSDOT STANDARD SPECIFICATIONS (WSDOT, CURRENT VERSION) SHALL BE
<br />USED FOR ALL UTILITY TRENCH BACKFILL DURING WET WEATHER, UNLESS
<br />AUTHORIZED OR APPROVED BY THE CITY, GEOTECHNICAL ENGINEER, AND
<br />OWNER.
<br />6. UTILITIES INSTALLED OUTSIDE OF THE ROADWAY RIGHT OF WAY LIMITS
<br />MAY BE BACKFILLED WITH GRAVEL BORROW OR SUITABLE NATIVE
<br />MATERIAL AS APPROVED BY THE GEOTECHNICAL ENGINEER.
<br />DAILY I T E®
<br />ROADS SHALL BE SWEPT OFF AND/OR CLEARED OF DEBRIS EVERYDAY.
<br />E
<br />IT IS THE OWNER/CONTRACTOR'S RESPONSIBILITY TO ENSURE COVERAGE
<br />UNDER ECOLOGY'S CONSTRUCTION STORMWATER GENERAL PERMIT IS
<br />OBTAINED AND MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION
<br />DURATION. ENFORCEMENT OF SITE EROSION AND SEDIMENTATION CONTROL
<br />MEASURES WILL BE BY THE CITY OF EVERETT INSPECTORS AND THE
<br />I V1, �
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