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UTILITIES GENERAL NOTES: EROSION AND SEDIMENTATION CONTROL NOTES: CONTINGENCY PLAN: DAILY MAINTENANCE:
<br /> 21.DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE THAT WATER QUALITY MONITORING INDICATES THAT TURBID ROADS ALONG CONTRACTOR'S HAUL ROUTE SHALL BE SWEPT OFF AND/OR
<br /> 1. WHERE REFUSE IS ENCOUNTERED WITHIN UTILITY EXCAVATIONS HANDLING, 1. TEMPORARY EROSION/SILTATION CONTROL (TESC) MEASURES SHALL BE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL RUNOFF IN THE EVENTIS LEAVING THE SITE: CLEARED OF DEBRIS EVERYDAY.
<br /> STOCKPILING AND DISPOSAL OF THE REFUSE SHALL BE COMPLETED PER INSTALLED PRIOR TO ANY SITE WORK (SEE TESC PLANS). THESE BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF
<br /> THE REQUIREMENTS OF THE CONSENT DECREE AND THE APPROVED FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION CONSTRUCTION. 1. COVER ALL AREAS OF EXPOSED SOIL WITH PLASTIC SHEETING. PLASTIC
<br /> HEALTH AND SAFETY PLAN. SEE DWG. NO. RP1 FOR REFUSE DISPOSAL AND LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON-SITE
<br /> NOTES EROSION HAS PASSED. 22.THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM SHOULD HAVE SUFFICIENT STAKED SAND BAGS AND OVERLAPPED JOINTS SITE EROSION CONTROL AND WATER QUALITY
<br /> REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE TO PREVENT WIND BLOW-OFF. ENFORCEMENT:
<br /> 2. REFUSE ENCOUNTERED AT THE PIPE INVERT ELEVATION DURING 2. ALL PERSONS ENGAGING IN DEVELOPMENT ACTIVITIES SHALL PREVENT OR CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS 2. PUMP ALL TURBID RUNOFF FROM DETENTION POND TO WATER TRUCK
<br /> EXCAVATION SHALL BE OVER-EXCAVATED TO A DEPTH OF AT LEAST 6 MINIMIZE EROSION AND SEDIMENTATION ON-SITE, AND SHALL PROTECT NEEDED FOR THE UNEXPECTED STORM EVENTS AND TO ENSURE THAT FOR OFF SITE DISPOSAL. NO OTHER WORK ACTIVITY SHALL BE PERMITTED CITY OF EVERETT AND THE STATE DEPARTMENT OF ECOLOGY WILL
<br /> zINCHES BELOW THE BASE OF THE PROPOSED PIPE BEDDING (1.5 FEET PROPERTIES AND WATER COURSES DOWNSTREAM FROM THE SITE. SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. UNTIL WATER QUALITY MONITORING INDICATES THAT CLEAN RUNOFF MI COORDINATE ENFORCEMENT EFFORTS FOR WATER QUALITY AND EROSION
<br /> BELOW THE BASE OF THE PIPE). OVER-EXCAVATION SHALL EXTEND THE CONTROL, AS DEFINED IN THE CITY OF EVERETT DESIGN AND CONSTRUCTION
<br /> E FULL WIDTH OF THE TRENCH. OVER-EXCAVATED AREAS SHALL BE 3. ALL STREETS ARE TO BE KEPT CLEAR OF DIRT AND DEBRIS. STREETS 23.AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO LEAVING THE SITE. STANDARDS AND THE CONSTRUCTION STORMWATER GENERAL PERMIT.
<br /> z° PREPARED WITH A MIRAFI® 500X (OR APPROVED EQUIVALENT) SHALL BE SWEPT IMMEDIATELY WHEN DIRT HAS BEEN TRACKED ONTO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND
<br /> SEPARATOR FABRIC, AND SHALL BE BACKFILLED WITH FOUNDATION THE PAVED SURFACES. WHEEL WASHING ON STREETS IS PROHIBITED. CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PROJECT ACCEPTANCE.
<br /> MATERIAL AS APPROVED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL UTILIZE SELF-CONTAINED WHEEL WASH SYSTEMS AS THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER WET SEASON GRADING NOTES
<br /> FOUNDATION MATERIAL SHALL BE COMPACTED TO THE MAXIMUM EXTENT NECESSARY. WHEEL WASH LOCATION SHALL BE COORDINATED WITH INTO THE DOWNSTREAM SYSTEM.
<br /> POSSIBLE PRIOR TO PLACING THE PIPE ZONE BEDDING. ENGINEER PRIOR TO IMPLEMENTATION. 24.THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND (OCTOBER 1 THROUGH APRIL 30 SPECIAL FILL/STOCKPILE MATERIAL PLACEMENT,
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<br /> 3. THE NEAR SURFACE FILL SOILS ENCOUNTERED ALONG THE PROPOSED 4. NONCOMPLIANCE WITH THE EROSION CONTROL REQUIREMENTS, WATER SEDIMENTATION CONTROL BMPS WITHIN 30 DAYS AFTER FINAL SITE COMPACTION AND GRADING NOTES:
<br /> UTILITY ALIGNMENTS WILL PROVIDE SUITABLE SUPPORT FOR THE NEW QUALITY REQUIREMENTS AND/OR CLEARING LIMITS MAY RESULT IN STABILIZATION OR AFTER THEY ARE NO LONGER NECESSARY. 1. THE CONSTRUCTION SEQUENCE SHALL BE MODIFIED TO MINIMIZE THE
<br /> z UTILITIES AND ASSOCIATED MANHOLES, IF THEY ARE PROPERLY REVOCATION OF PROJECT PERMITS, PLAN APPROVAL AND BOND AREA OF UNSTABILIZED SOIL 1. ANY AREAS RECEIVING STOCKPILED/FILL MATERIAL TO BE PLACED AND
<br /> EXCAVATED AND PREPARED. WHERE FILL SOILS ARE COMPETENT AS FORECLOSURES. 25.CONSTRUCTION ACCESS ROADS SHALL BE CONSTRUCTED AND MAINTAINED 2. EARTHEN AREAS THAT ARE SUBJECT TO CONTRIBUTING SEDIMENTS COMPACTED, SHALL HAVE EXISTING VEGETATION TILLED INTO THE
<br /> o APPROVED BY THE GEOTECHNICAL ENGINEER, BEDDING MATERIAL SHALL AS NEEDED BASED ON CONTRACTOR'S PHASING. DUE TO THE EXISTING DURING STORM EVENT AND WHERE EARTH MOVEMENT IS NOT SUBGRADE PRIOR TO PLACEMENT OF SOIL. SEE ALSO DISKING EXISTING
<br /> o BE PLACED DIRECTLY ON THE UNDISTURBED FILL SOILS. UTILITIES MAY 5. FROM MAY 1 TO SEPTEMBER 30, NO SOIL SHALL BE EXPOSED FOR SOIL PROPERTIES, RUTTING AND OTHER NEGATIVE IMPACTS MAY OCCUR ANTICIPATED FOR 48-HOURS SHALL BE STABILIZED USING BMP VEGETATION NOTES, THIS PAGE.
<br /> o BE BACKFILLED WITH GRAVEL BORROW AS APPROVED BY THE MORE THAN 7 DAYS. GROUND COVER BMPS SHALL BE USED TO AND MAY NECESSITATE EXTRA MEASURES SUCH AS GEOTEXTILE MEASURES IN THE FOLLOWING NOTES.
<br /> o GEOTECHNICAL ENGINEER. STABILIZE THE SOIL WITHIN THE STATED TIME FRAME OR SOONER IF SUPPORTED ROCK ACCESS RAMPS. 2. STRUCTURAL FILL IN TRENCHES, TEMPORARY ACCESS ROADS, PARKING,
<br /> m WARRANTED BY WEATHER REPORTS OR CONDITIONS. APPLY 3" DEPTH 3. WET SEASON TESC MEASURES WILL BE EXPANDED TO INCLUDE AND DRIVE LANES, SHALL BE COMPACTED TO MINIMUM 95% MODIFIED
<br /> WOOD CHIPS OR 4' DEPTH STRAW MULCH FOR TEMPORARY 26.CONTRACTOR SHALL PROVIDE ROUTINE INSPECTION AND MAINTENANCE OF ❑,INSTALL A SECOND SILT FENCE, 10-FEET INSIDE OF THE ORIGINAL PROCTOR.
<br /> STABILIZATION. THE SITE. INSPECTIONS WILL ALSO BE CARRIED OUT BY THE CITY OF SILT FENCE
<br /> SURVEY CONTROL NOTES: EVERETT AND SITE OWNER. b.INSTALL A SEDIMENT POND DESIGNED TO ACCOMMODATE A 25-YR, 3. GEOTECHNICAL TESTING SHALL BE COMPLETED PRIOR TO FILL
<br /> 6. SOIL STOCKPILES SHALL BE STABILIZED WHEN NOT BEING ACTIVELY 24-HOUR STORM PLACEMENT TO DETERMINE SOIL MOISTURE AND PLACEMENT
<br /> a WORKED. WHEN ACTIVELY WORKING WITH THE SOIL STOCKPILE, 27.WEEKLY INSPECTIONS OF THE SITE WILL BE IMMEDIATELY FOLLOWED BY c.A PLAN TO PUMP WATER FROM THE SEDIMENT POND TO A REQUIREMENTS REQUIRED TO ACHIEVE SPECIFIED COMPACTION.
<br /> _ HORIZONTAL DATUM: STABILIZATION SHALL OCCUR AT THE END OF EACH WORKDAY. NECESSARY REPAIRS TO BMPS; PLUS INSPECTION AND REPAIRS AS GRASSY AREA ON THE SITE WHEN DISCHARGE FROM THE SEDIMENT
<br /> °i NECESSARY ARE REQUIRED AFTER ANY STORM WITH INTENSITY OF POND IS 'MUDDY', PRIOR APPROVAL BY THE CITY REQUIRED.
<br /> 7. SILTATION BARRIERS AND ALL OTHER TESC MEASURES SHALL BE GREATER THAN 6 MONTHS FOR ANY DURATION.
<br /> HORIZONTAL DATUM FOR THIS SURVEY IS NAD PER CITY OF EVERETT. d.BUILDING MATERIALS SHALL BE STOCKPILED ON THE PAVED ROAD
<br /> CITY OF EVERETT CONTROL POINT NO. -04 WAS HELD FOR INSPECTED IMMEDIATELY AFTER EACH RAINFALL EVENT GREATER THAN SURFACE (REDUCES "TRAFFIC' ON EARTHEN STRUCTURES)
<br /> POSITION, AND A LINE BETWEEN SAID POINTOINT N0. 7
<br /> 03-58-04 AND CONTROL 0.25" OVER A 24-HOUR PERIOD, AND AT LEAST ONCE PER WEEK. 28.INSPECTIONS AND MAINTENANCE/REPAIRS REQUIRED FOR POINTS OF
<br /> ° POINT NO. INCA-9 WAS HELD FOR ROTATION, BEING NORTH 00'28'11" EAST. DISCHARGE TO CITY OR ANY OFFSITE OWNER SHALL BE INCLUDED ON 4. SOILS SHALL NOT BE DISTURBED EXCEPT FOR ACTUAL CONSTRUCTION
<br /> 8. MAINTENANCE AND REPAIR OF TESC FACILITIES AND STRUCTURES SHALL THE SAME INSPECTION AND MAINTENANCE SCHEDULE.
<br /> a BE CONDUCTED IMMEDIATELY UPON RECOGNITION OF A PROBLEM OR ACTIVITIES. PARKING IS ALLOWED ONLY ON PAVED AND/OR ON GRAVEL
<br /> VERTICAL DATUM' WHEN THE TESC MEASURES BECOME DAMAGED, OR AS WARRANTED BY 29.INSPECTIONS AND MAINTENANCE SHALL OCCUR INDEFINITELY UNTIL THE SURFACES.
<br /> NAVD88 MAINTENANCE STANDARDS PROVIDED FOR EACH BMP. SITE IS DEVELOPED OR UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 5. SLOPES 8% AND GREATER WITHOUT ESTABLISHED GROUNDCOVER WILL BE
<br /> 9. SEDIMENTATION DEPOSITS SHALL BE REMOVED FROM ALL TEMPORARY 30.AN INSPECTION CHECKLIST SHALL BE FILLED OUT FOR EACH INSPECTION STABILIZED WITH PLASTIC SHEETING, 6-MIL (MINIMUM). THE SHEETING
<br /> N DRAINAGE FACILITIES AND STRUCTURES UPON REACHING A DEPTH OF 6 AND SHALL BE SUBMITTED TO THE CITY OF EVERETT. SHALL BE ANCHORED WITH SAND BAGS LOCATED 5-FEET APART ON THE
<br /> INCHES. UP TO ONE FOOT OF SEDIMENT IS ALLOWED WITHIN A TRAPPED PERIMETER AND 10-FEET CENTER OF THE REMAINDER OF THE
<br /> i CATCH BASIN. SHEETS.G. MINIMUM OF 2-FEET OVERLAP IS REQUIRED FOR OVERLAPPING
<br /> - 10. SUFFICIENT TESC BMP MATERIALS AND SUPPLIES TO PROTECT THE 6. WATER DISCHARGED FROM THE SITE WILL BE MONITORED BY THE OWNER
<br /> o ENTIRE SITE SHALL BE STOCKPILED ON-SITE. DISKING EXISTING VEGETATION REPRESENTATIVE FOR TURBIDITY. MAXIMUM ALLOWABLE TURBIDITY OF
<br /> 11. ALL SITE WORK SHALL COMPLY WITH THESE PLANS, PROJECT DISCHARGED WATER WILL BE 25 NTU OR LOWER, OR 5 NTU BELOW
<br /> SPECIFICATIONS, AND THE CONDITIONS AND RECOMMENDATIONS OF THE PART 1 - GENERAL BACKGROUND FOR RECEIVING BODY OF WATER, WHICHEVER IS HIGHER
<br /> SUPPLEMENTAL GEOTECHNICAL REPORT. 7. WHEN RAINFALL IS HEAVY (DEFINED AS RAINFALL HARD ENOUGH TO
<br /> 1.1 SUMMARY PRODUCE SEDIMENT RUN-OFF FROM EXPOSED DIRT), ALL EXPOSED
<br /> 12. CONSTRUCTION ACCEPTANCE WILL BE SUBJECT TO A WELL ESTABLISHED THIS SECTION DESCRIBES GENERAL REQUIREMENTS FOR DISKING EARTHWORK SHALL BE COVERED. NO OTHER CONSTRUCTION ACTIVITY
<br /> GROUND COVER THAT FULFILLS THE REQUIREMENT OF THE APPROVED EXISTING VEGETATION. SHALL OCCUR ON PERVIOUS SURFACES DURING THESE PERIODS OF
<br /> CONSTRUCTION PLANS AND THE CITY OF EVERETT. ALL DISTURBED AREAS HEAVY RAIN.
<br /> SUCH AS DETENTION FACILITIES, ROADWAY BACK-SLOPES, ETC. SHALL BE 1.2 DEFINITIONS
<br /> o SEEDED WITH A PERENNIAL GROUND COVER GRASS TO MINIMIZE A. DISKING: CHURNING THE TOP 4- TO 6-INCHES OF THE SURFACE, WITH 8, ALL DRAINAGE SWALES SHALL BE FULLY VEGETATED. SWALES SHALL BE
<br /> o EROSION. GRASS SEEDING WILL BE DONE USING AN APPROVED THE INTENTION OF BLENDING SHORT GRASS AND A THIN LAYER OF SODDED IF THE VEGETATION GROWING IN THE SWALE IS INSUFFICIENT TO
<br /> HYDROSEEDER OR AS OTHERWISE APPROVED BY THE CITY OF EVERETT. ROOT MASS WITH THE SUBSURFACE MATERIAL. PROVIDE WATER QUALITY AND TO PREVENT EROSION OF THE SWALE.
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<br /> a 13. ALL AREAS TO BE SEEDED SHALL BE CULTIVATED TO THE SATISFACTION B. VEGETATION: GRASS NO TALLER THAN 2 INCHES, AND ITS ROOTS. 9, SEE ALSO CONSENT DECREE FOR THE LANDFILL SITE ON NT2.
<br /> i OF THE CITY INSPECTOR. THIS MAY BE ACCOMPLISHED BY DISKING,
<br /> RAKING, HARROWING OR OTHER ACCEPTABLE MEANS. PERFORM ALL C. MOWING: THE CUTTING OF GRASS TO A HEIGHT NOT GREATER THAN 2
<br /> CULTURAL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. IF INCHES.
<br /> NECESSARY, SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT
<br /> TERRACES, INTERCEPTOR DIKE/SWALES, LEVEL SPREADERS, AND 1.3 SEQUENCING AND SCHEDULING WET SEASON UTILITY TRENCHING NOTES
<br /> SEDIMENT BASINS SHALL BE INSTALLED PRIOR TO SEEDING. A. THE CONTRACTOR SHALL ONLY DISK AREAS THAT ARE TO BE
<br /> IMMEDIATELY WORKED ON. (OCTOBER 1 THROUGH APRIL 30)
<br /> 14. IMMEDIATELY FOLLOWING FINISH GRADING, PERMANENT VEGETATION WILL
<br /> BE APPLIED AT A MINIMUM 80# PER ACRE. THIS IS TO INCLUDE THE B. BEFORE EXCAVATION OR FILL PLACEMENT CAN BEGIN WITHIN A PLANNED 1. UTILITY INSTALLATION AND TRENCHING SHOULD BE SCHEDULED AROUND
<br /> FOLLOWING: 20% ANNUAL, PERENNIAL OR HYBRID RYE GRASS, 40% AREA OF WORK, THE AREA MUST BE DISKED. AREAS TO BE EITHER THE PREDICTED WEATHER FORECASTS. EXCAVATION OF UTILITY
<br /> CREEPING RED FESCUE, 40% WHITE CLOVER, UNLESS OTHERWISE STATED DISKED OR CLEARED AND GRUBBED SHOULD BE CLEARLY SHOWN IN TRENCHES SHOULD BE LIMITED TO THE AMOUNT OF UTILITY THAT MAY
<br /> OR AS OTHERWISE APPROVED BY THE CITY. HYDROSEED REQUIRED. THE CONTRACT DOCUMENTS. IF THE AREAS ARE NOT CLEAR IN THE BE INSTALLED AND BACKFILLED IN A DAY. PLASTIC SHEETING SHALL BE
<br /> -- CONTRACT DOCUMENTS, THE CONTRACTOR SHALL OBTAIN DIRECTION USED TO COVER ALL STOCKPILES THAT WILL REMAIN OVERNIGHT.
<br /> 15. FERTILIZER SHALL BE ORGANIC, BE APPLIED AT 400# PER ACRE, AND FROM THE ENGINEER ON HOW TO PREP THE SITE BEFORE STARTING SUFFICIENT PLASTIC SHEETING SHALL BE STOCKPILED ON SITE TO COVER
<br /> 3-2-1 NPK RATIO (NITROGEN, PHOSPHOROUS, POTASSIUM) UNLESS WORK IN THAT AREA. ALL TEMPORARY STOCKPILED SOIL IN THE EVENT OF AN UNEXPECTED
<br /> OTHERWISE STATED. DEVELOPMENTS ADJACENT TO WATER BODIES SHALL STORM EVENT. COMPLY WITH ALL REQUIREMENTS OF CHAPTER 296-155
<br /> o USE NON-PHOSPHORUS FERTILIZER. PART 3 - EXECUTION WAC, PART N, FOR ENSURING TRENCH SAFETY.
<br /> 3.1 GENERAL 2. LIMIT EARTH DISTURBING ACTIVITIES TO DRY WEATHER DAYS.
<br /> 16. FROM OCTOBER 1 TO APRIL 30, NO SOIL MAY REMAIN EXPOSED FOR A. VERIFICATION OF CONDITIONS: RE-ESTABLISH COVER AS SOON AS CONSTRUCTION ACTIVITY IS
<br /> y MORE THAN 2 DAYS. GROUND COVER BMPS SHALL BE USED TO COMPLETE.
<br /> STABILIZE THE SOIL WITHIN THE STATED TIME FRAME OR SOONER IF 1. VERIFY ALL LINES, LIMITS AND GRADES PRIOR TO BEGINNING DISKING
<br /> AK WARRANTED BY WEATHER REPORTS OR CONDITIONS. APPLY 3" DEPTH EXISTING VEGETATION. 3. COVER MEASURES SHALL BE RE-APPLIED IMMEDIATELY FOLLOWING THE
<br /> ° WOOD CHIPS OR 4' DEPTH STRAW MULCH FOR TEMPORARY COMPLETION OF THE WORK ACTIVITY. NO AREAS OF EXPOSED SOIL
<br /> j STABILIZATION. 3.2 PROTECTION SHALL REMAIN UNCOVERED UNLESS ACTIVELY BEING WORKED.
<br /> A. ALL STREETS, ROADS, GRADING, STRUCTURES, UTILITIES, MONITORING
<br /> WELLS, AND OTHER IMPROVEMENTS NOT SPECIFICALLY DESIGNATED TO 4. SEE ALSO CONSENT DECREE FOR THE LANDFILL SITE ON NITS.
<br /> 17. EXCESS MATERIALS AND ANY LANDFILL WASTE MATERIAL SHALL BE BE MOWED, CLEARED, REMOVED, STRIPPED OR ALTERED AS A PART OF
<br /> x° DISPOSED OF ON-SITE. LOCATIONS FOR ON-SITE BURY SHALL BE THE WORK SHALL BE PROTECTED FROM DAMAGE THROUGHOUT THE 5. CRUSHED ROCK AS APPROVED BY THE GEOTECHNICAL ENGINEER SHALL
<br /> IDENTIFIED AND APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. CONSTRUCTION PERIOD. ANY DAMAGE CAUSED BY THE CONTRACTOR, BE USED FOR ALL UTILITY TRENCH BACKFILL DURING WET WEATHER,
<br /> HIS EMPLOYEES, AGENTS, OR ANY LOWER TIERED SUBCONTRACTORS UNLESS AUTHORIZED OR APPROVED BY THE CITY, GEOTECHNICAL
<br /> 18. ADDITIONAL POLLUTION PREVENTION REQUIREMENTS ARE INCLUDED IN SHALL BE IMMEDIATELY REPAIRED TO THE ORIGINAL CONDITION AND TO ENGINEER, AND OWNER.
<br /> THE PROJECT SURFACE WATER POLLUTION PREVENTION PLAN (SWEEP) THE SATISFACTION OF THE ENGINEER OR REPRESENTATIVE AT THE
<br /> INCLUDING MATERIAL HANDLING, SAMPLING, MAINTENANCE, AND REPORTING CONTRACTORS COST. COMPLETED WORK (E.G. EARTHWORK AND
<br /> REQUIREMENTS. A COPY OF THE APPROVED SWEEP SHALL BE FOUNDATIONS) SHALL BE PROTECTED FROM WETTING, DRYING AND
<br /> o MAINTAINED ONSITE THROUGH THE ENTIRETY OF CONSTRUCTION. FREEZING BY PROVIDING TEMPORARY DRAINAGE FEATURES AND
<br /> i BLANKETS OR PROTECTIVE COVER SOIL LAYERS AS NECESSARY.
<br /> 19. CLEARING LIMITS SHALL BE FENCED WITH ORANGE BARRIER FENCING, OR
<br /> OTHER MEANS APPROVED BY THE OWNER, PRIOR TO BEGINNING 3.3 DISKING EXISTING VEGETATION
<br /> CLEARING OR EARTHWORK ACTIVITIES. CLEARING LIMITS SHALL BE A. THE CONTRACTOR SHALL DISK EXISTING VEGETATION IN ALL AREAS OF
<br /> REVIEWED WITH THE OWNER AND ADJUSTMENTS MADE TO THE PROPOSED FILL PLACEMENT PRIOR TO PLACEMENT OF FILL. DISKING
<br /> 3 PROTECTION LIMITS AND TREES TO BE PROTECTED PRIOR TO CLEARING SHALL NOT START UNTIL THE SURFACE VEGETATION IS MOWED TO A
<br /> THE SITE. MAXIMUM HEIGHT OF 2 INCHES. DISKING SHALL CONTINUE UNTIL THE
<br /> UPPER 4- TO 6-INCHES OF SOIL, VEGETATION AND ROOT MASS ARE
<br /> y`- 20.EXISTING VEGETATION SHALL BE PROTECTED AND RETAINED TO THE THOROUGHLY MIXED.
<br /> MAXIMUM EXTENT FEASIBLE.
<br /> B. DISKING EXISTING VEGETATION WORK INCLUDES:
<br /> E 1. PROTECTING FROM HARM ALL OBJECTS SELECTED TO REMAIN.
<br /> N 2. MOWING THE AREA PRIOR TO DISKING.
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<br /> o , C, WASyd40 Drawing N.
<br /> Draws By Date SHELTER HOLDINGS, LLC
<br /> p E RT E E T w P. HOUGHTALING B 15 19 NT 1
<br /> D-Igm,d By EVERETT RIVERFRONT DEVELOPMENT
<br /> V.WEN 8 15 19 Sh]XI
<br /> 2707 COLBY AVENUE,SUITE 900 s4968 `� Checked B
<br /> o RF E� ADVANCED SITE WORK PERMIT
<br /> o EVERETT,WA 98201 Know what's below. FSS/�Nq`TEE�G�� Approved By Project Number
<br /> No. Date Revision By Appr.
<br /> 425.252.7700 1800.615.9900 Call before you dig C. DONNER 8 15 19 20180004.005 NOTES tal
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