|
UTILITIES GENERAL NOTES: EROSION AND SEDIMENTATION CONTROL NOTES: WET SEASON GRADING NOTES (OCTOBER 1 REFUSE DISPOSAL NOTES:
<br /> 1. WHERE REFUSE IS ENCOUNTERED WITHIN UTILITY EXCAVATIONS HANDLING, 1. TEMPORARY EROSION/SILTATION CONTROL (TESC) MEASURES SHALL BE THROUGH APRIL 30): 1. SEE SHEET RRP1 FOR REFUSE RELOCATION PLAN.
<br /> STOCKPILING AND DISPOSAL OF THE REFUSE SHALL BE COMPLETED PER INSTALLED PRIOR TO ANY SITE WORK (SEE TESC PLANS). THESE 21. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE 1. THE CONSTRUCTION SEQUENCE SHALL BE MODIFIED TO MINIMIZE THE
<br /> THE REQUIREMENTS OF THE CONSENT DECREE AND THE APPROVED HEALTH FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL AREA OF UNSTABLIZED SOIL. A MAXIMUM OF 1,000 SQUARE FEET OF
<br /> AND SAFETY PLAN. AND LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON-SITE BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF DIRT WILL BE EXPOSED AT ANY TIME. SPECIAL FILL/STOCKPILE MATERIAL PLACEMENT,
<br /> EROSION HAS PASSED. CONSTRUCTION.
<br /> 2. WITHIN THE ROADWAY RIGHT OF WAY LIMITS, REFUSE ENCOUNTERED AT EARTHEN AREAS THAT ARE CONTRIBUTING SEDIMENTS COMPACTION AND GRADING NOTES:
<br /> 2.
<br /> THE PIPE INVERT ELEVATION DURING EXCAVATION SHALL BE 2. ALL PERSONS ENGAGING IN DEVELOPMENT ACTIVITIES SHALL PREVENT OR 22. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM DURING STORM EVENT AND SUBJECT EARTHSTOCKPILED/FILL MATERIAL TO BE PLACED AND
<br /> TO MOVEMENT IS NOT 1. ANY AREAS RECEIVING
<br /> OVER-EXCAVATED TO A DEPTH OF AT LEAST 12 INCHES BELOW THE BASE MINIMIZE EROSION AND SEDIMENTATION ON-SITE, AND SHALL PROTECT REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE
<br /> OF THE PROPOSED PIPE BEDDING (2 FEET BELOW THE BASE OF THE PROPERTIES AND WATER COURSES DOWNSTREAM FROM THE SITE. CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS ANTICIPATED FOR 48-HOURS SHALL BE STABILIZED USING BMP COMPACTED, SHALL HAVE EXISTING VEGETATION TILLED INTO THE
<br /> PIPE). OVER-EXCAVATION SHALL EXTEND THE FULL WIDTH OF THE NEEDED FOR THE UNEXPECTED STORM EVENTS AND TO ENSURE THAT MEASURES IN THE FOLLOWING NOTES: SUBGRADE PRIOR TO PLACEMENT OF SOIL. SEE ALSO DISKING EXISTING
<br /> TRENCH. OVER-EXCAVATED AREAS SHALL BE BACKFILLED WITH 3. ALL STREETS ARE TO BE KEPT CLEAR OF DIRT AND DEBRIS. STREETS SEDIMENT AND SEIMENT-LADEN WATER DO NOT LEAVE THE SITE. 3. WET SEASON TESC MEASURES WILL BE EXPANDED TO INCLUDE VEGETATION NOTES, THIS PAGE.
<br /> FOUNDATION MATERIAL CLASS A, AS DESCRIBED IN SECTION 9-03.17 OF SHALL BE SWEPT IMMEDIATELY WHEN DIRT HAS BEEN TRACKED ONTOSTRUCTURAL FILL SHALL BE COMPACTED TO MINIMUM 95% MODIFIED
<br /> A SECOND SILT FENCE, 10-FEET INSIDE OF THE ORIGINAL 2.
<br /> THE WSDOT STANDARD SPECIFICATIONS (WSDOT, 2018). THE FOUNDATION THE PAVED SURFACES. WHEEL WASHING ON STREETS IS PROHIBITED. 23. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO a. INSTALLT FENCE PROCTOR.
<br /> MATERIAL SHALL BE COMPACTED TO THE MAXIMUM EXTENT POSSIBLE PRIOR CONTRACTOR SHALL UTILIZE SELF-CONTAINED WHEEL WASH SYSTEMS AS ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND
<br /> TO PLACING THE PIPE ZONE BEDDING. b. INSTALL A SEDIMENT POND DESIGNED TO ACCOMMODATE A 25-YR,
<br /> NECESSARY. WHEEL WASH LOCATION SHALL BE COORDINATED WITH CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PROJECT ACCEPTANCE. 4 3. GEOTECHNICAL TESTING SHALL BE COMPLETED PRIOR TO FILL
<br /> 3. WITHIN THE ROADWAY RIGHT OF WAY LIMITS, THE FILL SOILS AND REFUSE ENGINEER PRIOR TO IMPLEMENTATION. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER c. A PLAN TO PUMP WATER FROM THE SEDIMENT POND TO A PLACEMENT TO DETERMINE SOIL MOISTURE AND PLACEMENT
<br /> ENCOUNTERED ALONG THE PROPOSED UTILITY ALIGNMENTS ARE NOT INTO THE DOWNSTREAM SYSTEM. * ; a I GRASSY AREA ON THE SITE WHEN DISCHARGE FROM THE SEDIMENT REQUIREMENTS REQUIRED TO ACHIEVE SPECIFIED COMPACTION.
<br /> 4. NONCOMPLIANCE WITH THE EROSION CONTROL REQUIREMENTS, WATER I �T "HE
<br /> SUITABLE FOR REUSE AS TRENCH BACKFILL FOR THIS PROJECT. QUALITY REQUIREMENTS AND/OR CLEARING LIMITS MAY RESULT IN 24. THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND D I ' 4UD Y' RlOR P 0 PL Y T F C E JI F .
<br /> z IMPORTED TRENCH BACKFILL WILL BE REQUIRED FOR ALL UTILITY REVOCATION OF PROJECT PERMITS, PLAN APPROVAL AND BOND SEDIMENTATION CONTROL BMPS WITHIN 30 DAYS AFTER FINAL SITE d. I A A L 0 D A CONTINGENCY PLAN:
<br /> INSTALLATIONS, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. FORECLOSURES. STABILIZATION OR AFTER THEY ARE NO LONGER NECESSARY. SURFACE (REDUCES "TRAFFIC" ON EARTHEN STRUCTURES)
<br /> o DURING DRY WEATHER, LPSB MAY BE USED FOR BACKFILL OF UTILITY IN THE EVENT THAT WATER QUALITY MONITORING INDICATES THAT TURBID
<br /> z TRENCHES. 5. FROM MAY 1 TO SEPTEMBER 30, NO SOIL SHALL BE EXPOSED FOR 25. CONSTRUCTION ACCESS ROADS SHALL BE CONSTRUCTED AND MAINTAINED 4. SOILS SHALL NOT BE DISTURBED EXCEPT FOR ACTUAL CONSTRUCTION RUNOFF IS LEAVING THE SITE:
<br /> T
<br /> 4. FLEXIBLE JOINT CONNECTIONS SHALL BE ADDED TO ALL POINTS WHERE MORE THAN 7 DAYS. GROUND COVER BMPS SHALL BE USED TO AS NEEDED BASED ON CONTRACTOR'S PHASING. DUE TO THE EXISTING ACTIVITIES. PARKING IS ALLOWED ONLY ON PAVED AND/OR ON GRAVEL
<br /> J UTILITIES TRANSITION FROM GRADE-SUPPORTED TO PILE-SUPPORTED, AS STABILIZE THE SOIL WITHIN THE STATED TIME FRAME OR SOONER IF SOIL PROPERTIES, RUTTING AND OTHER NEGATIVE IMPACTS MAY OCCUR SURFACES. 1. COVER ALL AREAS OF EXPOSED SOIL WITH PLASTIC SHEETING. PLASTIC
<br /> SHOWN IN THE PLANS. DEFLECTION TOLERANCE SHALL MEET THE WARRANTED BY WEATHER REPORTS OR CONDITIONS. APPLY 3" DEPTH AND MAY NECESSITATE EXTRA MEASURES SUCH AS GEOTEXTILE SHOULD HAVE SUFFICIENT STAKED SAND BAGS AND OVERLAPPED JOINTS
<br /> • REQUIREMENTS IN THE APPROVED GEOTECHNICAL REPORT. WOOD CHIPS OR 4" DEPTH STRAW MULCH FOR TEMPORARY SUPPORTED ROCK ACCESS RAMPS. 5. SLOPES 8% AND GREATER WITHOUT ESTABLISHED GROUNDCOVER WILL BE TO PREVENT WIND BLOW-OFF.
<br /> Z4' a ki kg41" ATERIALGENERALLYMEETSLPSBREQUIREMENTS. -1 STABILIZATION, UNLESS AUTHORIZED OR APPROVED BY THE CITY AND STABILIZED WITH PLASTIC SHEETING, 6-MIL (MINIMUM). THE SHEETING
<br /> 5. IN AREAS WHERE UTILITY TRENCHES ARE NOT LOCATED UNDER ASPHALT OWNER. 26. CONTRACTOR SHALL PROVIDE ROUTINE INSPECTION AND MAINTENANCE OF SHALL BE ANCHORED WITH SAND BAGS LOCATED 5-FEET APART ON THE 2. PUMP ALL TURBID RUNOFF FROM DETENTION POND TO WATER TRUCK
<br /> z OR HPDE GEOMEMBRANE LINER, AND PENETRATES THE LPSB HYDRAULIC THE SITE. PERIMETER AND 10-FEET ON CENTER OF THE REMAINDER OF THE FOR OFF SITE DISPOSAL. NO OTHER WORK ACTIVITY SHALL BE
<br /> BARRIER, BSB SHALL BE PLACED IN THE TRENCH THROUGHOUT THE DEPTH 6. SOIL STOCKPILES SHALL BE STABILIZED WHEN NOT BEING ACTIVELY SHEETING. MINIMUM OF 2-FEET OVERLAP IS REQUIRED FOR OVERLAPPING PERMITTED UNTIL WATER QUALITY MONITORING INDICATES THAT CLEAN
<br /> o OF THE LPSB ZONE UNLESS OTHERWISE APPROVED BY THE ENGINEER. WORKED. WHEN ACTIVELY WORKING WITH THE SOIL STOCKPILE, 27. WEEKLY INSPECTIONS OF THE SITE WILL BE IMMEDIATELY FOLLOWED BY SHEETS. RUNOFF IS LEAVING THE SITE.
<br /> 4 ST• : IZAT •► SH• OC - AT .E ► ' OF ,CH , a-KD• NECESSARY REPAIRS TO BMPS; PLUS INSPECTION AND REPAIRS AS
<br /> STORM/SANITARY SEWER GENERAL NOTES: NECESSARY ARE REQUIRED AFTER ANY STORM WITH INTENSITY OF 6. WATER DISCHARGED FROM THE SITE WILL BE MONITORED FOR TURBIDITY.
<br /> 0 7. SILTATION BARRIERS AND ALL OTHER TESC MEASURES SHALL BE GREATER THAN 6 MONTHS FOR ANY DURATION. MAXIMUM ALLOWABLE TURBIDITY OF DISCHARGED WATER WILL BE 5 NTU STRUCTURES FOUNDED BELOW GRADE:
<br /> O 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT INSPECTED IMMEDIATELY AFTER EACH RAINFALL EVENT GREATER THAN OVER BACKGROUND.
<br /> N STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS. A 0.25" RAINFALL OVER A 24-HOUR PERIOD, OR AT LEAST ONCE PER 28. INSPECTIONS AND MAINTENANCE/REPAIRS REQUIRED FOR POINTS OF 1. ALL VAULTS AND MANHOLES THAT ARE BELOW GRADE ARE CONSIDERED
<br /> WEEK DISCHARGE TO CITY OR ANY OFFSITE OWNER SHALL BE INCLUDED ON 7. WHEN RAINFALL IS HEAVY (DEFINED AS RAINFALL HARD ENOUGH TO AS PERMIT REQUIRED CONFINED SPACES. PER OSHA 1910.146 A SIGN
<br /> a 2. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, THE SAME INSPECTION AND MAINTENANCE SCHEDULE. PRODUCE SEDIMENT RUN-OFF FROM EXPOSED DIRT), ALL EXPOSED READING "DANGER, PERMIT-REQUIRED CONFINED SPACE, DO NOT
<br /> u) CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, 8. MAINTENANCE AND REPAIR OF TESC FACILITIES AND STRUCTURES SHALL EARTHWORK SHALL BE COVERED. NO OTHER CONSTRUCTION ACTIVITY ENTER" SHALL BE PLACED ON OR NEAR THE STRUCTURES AS
<br /> AND APPROVED BY THE CITY INSPECTOR. BE CONDUCTED IMMEDIATELY UPON RECOGNITION OF A PROBLEM OR 29. INSPECTIONS AND MAINTENANCE SHALL OCCUR INDEFINITELY UNTIL THE SHALL OCCUR ON PERVIOUS SURFACES DURING THESE PERIODS OF APPROPRIATE. FINAL SIGN LETTERING, TYPE, SIZE, AND PLACEMENT
<br /> i 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED WHEN THE TESC MEASURES BECOME DAMAGED, OR AS WARRANTED BY SITE IS DEVELOPED OR UNLESS OTHERWISE DIRECTED BY THE ENGINEER. HEAVY RAIN. SHALL BE APPROVED BY THE ENGINEER.
<br /> 0, FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE MAINTENANCE STANDARDS PROVIDED FOR EACH BMP.
<br /> 30. AN INSPECTION CHECKLIST SHALL BE FILLED OUT FOR EACH INSPECTION. 8, ALL DRAINAGE SWALES SHALL BE FULLY VEGETATED. SWALES SHALL BE 2. ALL STRUCTURES SHALL HAVE GASKETED WATER TIGHT JOINTS AS
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS 9, SEDIMENTATION DEPOSITS SHALL BE REMOVED FROM ALL TEMPORARY SODDED IF THE VEGETATION GROWING IN THE SWALE IS INSUFFICIENT TO APPROPRIATE, PER SECTION 9-04.4 OF THE WSDOT STANDARD
<br /> AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF DRAINAGE FACILITIES AND STRUCTURES UPON REACHING A DEPTH OF 6 DISKING EXISTING VEGETATION
<br /> 3 CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE PROVIDE WATER QUALITY AND TO PREVENT EROSION OF THE SWALE. SPECIFICATIONS (WSDOT, 2018).
<br /> CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY INCHES. UP TO ONE FOOT OF SEDIMENT IS ALLOWED WITHIN A TRAPPED PART 1 - GENERAL
<br /> CHANGES REQUIRED SHALL BE APPROVED BY THE OWNER'S CATCH BASIN. 9. SEE ALSO CONSENT DECREE FOR THE LANDFILL SITE ON NT2.
<br /> ry REPRESENTATIVE AND THE CITY ENGINEER PRIOR TO COMMENCEMENT OF 1 .1 SUMMARY Interior bead removal is only required for sewer. The interior
<br /> I RELATED CONSTRUCTION ON THE PROJECT. 10. SUFFICIENT TESC BMP MATERIALS AND SUPPLIES TO PROTECT THE THIS SECTION DESCRIBES GENERAL REQUIREMENTS FOR DISKING WET SEASON UTILITY TRENCHING NOTES (OCTOBER beads may be left in place for water, storm, and LFG piping.
<br /> co EXISTING SITE SHALL BE STOCKPILED ON-SITE. EXISTING VEGETATION.
<br /> 4. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN 1 THROUGH APRIL 30):
<br /> o EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR 11 . ALL SITE WORK SHALL COMPLY WITH THESE PLANS, PROJECT 1.2 DEFINITIONS
<br /> o TO STARTING CONSTRUCTION. SPECIFICATIONS, AND THE CONDITIONS AND RECOMMENDATIONS OF THE 1. UTILITY INSTALLATION AND TRENCHING SHOULD BE SCHEDULED AROUND
<br /> 0 SUPPLEMENTAL GEOTECHNICAL REPORT. A. DISKING: CHURNING THE TOP 4- TO 6-INCHES OF THE SURFACE, WITH .I ro . .
<br /> THE INTENTION OF BLENDING SHORT GRASS AND A THIN LAYER OF
<br /> THE PREDICTED WEATHER FORECASTS. EXCAVATION OF UTILITY , `, s
<br /> 5. ALL SEWER MAINS SHALL BE INSTALLED WITH GREEN STRIPE ON PIPE 12. CONSTRUCTION ACCEPTANCE WILL BE SUBJECT TO A WELL ESTABLISHED ROOT MASS WITH THE SUBSURFACE MATERIAL. TRENCHES SHOULD BE LIMITED TO THE AMOUNT OF UTILITY THAT MAY
<br /> 0 AND TRACING WIRE SHALL BE INSTALLED ABOVE PIPE BEDDING. SEWER BE INSTALLED AND BACKFILLED IN A DAY. PLASTIC SHEETING SHALL BE
<br /> MAIN PIPE MATERIALS SHALL BE APPROVED BY THE CITY ENGINEER GROUND COVER THAT FULFILLS THE REQUIREMENT OF THE APPROVED0 USED TO COVER ALL STOCKPILES THAT WILL REMAIN OVERNIGHT.
<br /> PRIOR TO CONSTRUCTION. CONSTRUCTION PLANS AND THE CITY OF EVERETT. ALL DISTURBED AREAS B. VEGETATION: GRASS NO TALLER THAN 2 INCHES, AND ITS ROOTS. SUFFICIENT PLASTIC SHEETING SHALL BE STOCKPILED ON SITE TO COVER
<br /> SUCH AS DETENTION FACILITIES, ROADWAY BACK-SLOPES, ETC. SHALL BE C. MOWING: THE CUTTING OF GRASS TO A HEIGHT NOT GREATER THAN 2 ALL TEMPORARY STOCKPILED SOIL IN THE EVENT OF AN UNEXPECTED
<br /> 6. HDPE PIPE SHALL MEET WSDOT 9-05.23 WITH MINIMUM SDR 32.5. SEEDED WITH A PERENNIAL GROUND COVER GRASS TO MINIMIZE STORM EVENT. COMPLY WITH ALL REQUIREMENTS OF CHAPTER 296-155
<br /> EROSION. GRASS SEEDING WILL BE DONE USING AN APPROVED INCHES. WAC, PART N, FOR ENSURING TRENCH SAFETY.
<br /> 7. 8" OF PIPE FOR SANITARY SEWER AND STORM DRAINAGE SHALL BE LEFT HYDROSEEDER OR AS OTHERWISE APPROVED BY THE CITY OF EVERETT.
<br /> 0 INSIDE STRUCTURES WHEN GROUTED TO ALLOW FOR PULL OUT WHEN 1.3 SEQUENCING AND SCHEDULING
<br /> SETTLEMENT OCCURS. 13. ALL AREAS TO BE SEEDED SHALL BE CULTIVATED TO THE SATISFACTION A. THE CONTRACTOR SHALL ONLY DISK AREAS THAT ARE TO BE 2. LIMIT EARTH DISTURBING ACTIVITIES TO DRY WEATHER DAYS.
<br /> o IMMEDIATELY WORKED ON. RE-ESTABLISH COVER AS SOON AS CONSTRUCTION ACTIVITY IS
<br /> 't WATER GENERAL NOTES: OF THE CITY INSPECTOR. THIS MAY BE ACCOMPLISHED BY DISKING, COMPLETE.
<br /> a) RAKING, HARROWING OR OTHER ACCEPTABLE MEANS. PERFORM ALL B. BEFORE EXCAVATION OR FILL PLACEMENT CAN BEGIN WITHIN A PLANNED
<br /> CULTURAL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. IF 3. SHALL BE RE-APPLIED IMMEDIATELY FOLLOWING THE
<br /> 1 . NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY NECESSARY, SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT AREA OF WORK, THE AREA MUST BE DISKED. AREAS TO BE EITHER COMPLETIONCOVERMEASURES OF THE WORK ACTIVITY.- NO AREAS OF EXPOSED SOIL
<br /> > MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO DISKED OR CLEARED AND GRUBBED SHOULD BE CLEARLY SHOWN IN
<br /> w TERRACES, INTERCEPTOR DIKE/SWALES, LEVEL SPREADERS, AND SHALL REMAIN UNCOVERED UNLESS ACTIVELY BEING WORKED.
<br /> SATISFACTORY FLUSHINGI , TESTING, DISINFECTION, AND RECEIPT OF SEDIMENT BASINS SHALL BE INSTALLED PRIOR TO SEEDING. THE CONTRACT DOCUMENTS. IF THE AREAS ARE NOT CLEAR IN THE
<br /> SATISFACTORY BACTERIOLOGICAL TEST RESULTS. CONTRACT DOCUMENTS, THE CONTRACTOR SHALL OBTAIN DIRECTION
<br /> .,- 4. SEE ALSO CONSENT DECREE FOR THE LANDFILL SITE ON NT2.
<br /> o 14. IMMEDIATELY FOLLOWING FINISH GRADING, PERMANENT VEGETATION WILL FROM THE ENGINEER ON HOW TO PREP THE SITE BEFORE STARTING
<br /> 0 2. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE BE APPLIED AT A MINIMUM 80# PER ACRE. THIS IS TO INCLUDE THE WORK IN THAT AREA.
<br /> co PUBLIC WORKS DEPARTMENT AT THE DEVELOPER'S EXPENSE. THE PUBLIC 5. CRUSHED SURFACING BASE COURSE OR GRAVEL BORROW MEETING THE
<br /> o FOLLOWING: 20% ANNUAL, PERENNIAL OR HYBRID RYE GRASS, 40% WSDOT STANDARD SPECIFICATIONS WSDOT, CURRENT VERSION) SHALL BE
<br /> N WORKS DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE CREEPING RED FESCUE, 40% WHITE CLOVER, UNLESS OTHERWISE STATED PART 3 - EXECUTION USED FOR ALLA UTILITY TRENCH BACKFILL(WSDOT,
<br /> DURING WET UNLESS
<br /> FOR EACH CONNECTION. THE PUBLIC WORKS DEPARTMENT SHALL OR AS OTHERWISE APPROVED BY THE CITY. HYDROSEED REQUIRED. AUTHORIZED OR APPROVED BY THE CITY, GEOTECHNICAL ENGINEER, AND
<br /> THEREAFTER DETERMINE THE DATE AND TIME AT WHICH THE CONNECTION 3.1 GENERAL
<br /> •o SHALL BE MADE. 15. FERTILIZER SHALL BE ORGANIC, BE APPLIED AT 400# PER ACRE, AND A. VERIFICATION OF CONDITIONS: OWNER.
<br /> j 3-2-1 NPK RATIO (NITROGEN, PHOSPHOROUS, POTASSIUM) UNLESS UTILITIES INSTALLEDOUTSIDE OF THE ROADWAY RIGHT OF WAY LIMITS
<br /> 0 USE NON-PHOSPHORUS FERTILIZER. EXISTING VEGETATION.3. ALL WORK AND MATERIAL MUST CONFORM TO CITY OF EVERETT STANDARDS. OTHERWISE STATED. DEVELOPMENTS ADJACENT TO WATER BODIES SHALL 1. VERIFY ALL LINES, LIMITS AND GRADES PRIOR TO BEGINNING DISKING 6. MAY BE BACKFILLED WITH GRAVEL BORROW OR SUITABLE NATIVE 4. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO MATERIAL AS APPROVED BY THE GEOTECHNICAL ENGINEER.
<br /> I THE START OF CONSTRUCTION. THE CITY OF EVERETT PUBLIC WORKS 16. FROM OCTOBER 1 TO APRIL 30, NO SOIL MAY REMAIN EXPOSED FOR 3.2 PROTECTION
<br /> t CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO MORE THAN 2 DAYS. GROUND COVER BMPS SHALL BE USED TO A. ALL STREETS, ROADS, GRADING, STRUCTURES, UTILITIES, MONITORING
<br /> Tu COMMENCEMENT OF CONSTRUCTION. STABILIZE THE SOIL WITHIN THE STATED TIME FRAME OR SOONER IF WELLS, AND OTHER IMPROVEMENTS NOT SPECIFICALLY DESIGNATED TO DAILY MAINTENANCE:
<br /> V) WARRANTED BY WEATHER REPORTS OR CONDITIONS. APPLY 3" DEPTH BE MOWED, CLEARED, REMOVED, STRIPPED OR ALTERED AS A PART OF
<br /> I 5. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY WOOD CHIPS OR 4" DEPTH STRAW MULCH FOR TEMPORARY THE WORK SHALL BE PROTECTED FROM DAMAGE THROUGHOUT THE ROADS SHALL BE SWEPT OFF AND/OR CLEARED OF DEBRIS EVERYDAY.
<br /> c
<br /> oo, THE PUBLIC WORKS DEPARTMENT OF A PERSON WHO CAN BE CONTACTED STABILIZATION. CONSTRUCTION PERIOD. ANY DAMAGE CAUSED BY THE CONTRACTOR,
<br /> >, REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS. HIS EMPLOYEES, AGENTS, OR ANY LOWER TIERED SUBCONTRACTORS
<br /> D. 17. EXCESS MATERIALS AND ANY LANDFILL WASTE MATERIAL SHALL BE SHALL BE IMMEDIATELY REPAIRED TO THE ORIGINAL CONDITION AND TO SITE EROSION CONTROL AND WATER QUALITY
<br /> X 6. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL DISPOSED OF ON-SITE. LOCATIONS FOR ON-SITE BURY SHALL BE THE SATISFACTION OF THE ENGINEER OR REPRESENTATIVE AT THE ENFORCEMENT:
<br /> SEPARATION BETWEEN POTABLE AND NON-POTABLE CONVEYANCE SYSTEMS. IDENTIFIED AND APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. SEE CONTRACTORS COST. COMPLETED WORK (E.G. EARTHWORK AND
<br /> v) UNLESS OTHERWISE SHOWN IN THE PLANS. REFUSE RELOCATION PLAN, RRP1. FOUNDATIONS) SHALL BE PROTECTED FROM WETTING, DRYING AND IT IS THE OWNER CONTRACTOR'S RESPONSIBILITY TO ENSURE COVERAGE
<br /> �, FREEZING BY PROVIDING TEMPORARY DRAINAGE FEATURES AND 0 7. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS 18. ADDITIONAL POLLUTION PREVENTION REQUIREMENTS ARE INCLUDED IN BLANKETS OR PROTECTIVE COVER SOIL LAYERS AS NECESSARY. UNDER ECOLOGY'S CONSTRUCTION STORMWATER GENERAL PERMIT IS
<br /> 6 DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND EXISTING, SHALL BE THE PROJECT SURFACE WATER POLLUTION PREVENTION PLAN (SWPPP), OBTAINED AND MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION
<br /> ACCESSIBLE AT ALL TIMES. INCLUDING MATERIAL HANDLING, SAMPLING, MAINTENANCE, AND REPORTING 3.3 DISKING EXISTING VEGETATION DURATION. ENFORCEMENT OF SITE EROSION AND SEDIMENTATION CONTROL
<br /> •c REQUIREMENTS. A COPY OF THE APPROVED SWPPP SHALL BE A. THE CONTRACTOR SHALL DISK EXISTING VEGETATION IN ALL AREAS OF MEASURES WILL BE BY THE CITY OF EVERETT INSPECTORS AND THE
<br /> 8. PIPE AND THRUST BLOCKS SIZED FOR 200PSI DESIGN PRESSURE. MAINTAINED ONSITE THROUGH THE ENTIRETY OF CONSTRUCTION. PROPOSED FILL PLACEMENT PRIOR TO PLACEMENT OF FILL. DISKING DEPARTMENT OF ECOLOGY (DOE), IF NECESSARY.
<br /> SHALL NOT START UNTIL THE SURFACE VEGETATION IS MOWED TO A
<br /> E 9. UNLESS APPROVED BY THE CITY ENGINEER, ALL WATER MAINS WITHIN THE 19. CLEARING LIMITS SHALL BE FENCED WITH ORANGE BARRIER FENCING, OR MAXIMUM HEIGHT OF 2 INCHES. DISKING SHALL CONTINUE UNTIL THE
<br /> a LANDFILL ZONE IDENTIFIED IN THE CONSENT DECREE SHALL BE 12" HDPE OTHER MEANS APPROVED BY THE OWNER, PRIOR TO BEGINNING UPPER 4- TO 6-INCHES OF SOIL, VEGETATION AND ROOT MASS ARE
<br /> o DR9 D.I. PIPE SIZE WITH BLUE STRIPE ON PIPE AND TRACING WIRE SHALL CLEARING OR EARTHWORK ACTIVITIES. CLEARING LIMITS SHALL BE THOROUGHLY MIXED.
<br /> .1 BE INSTALLED ABOVE PIPE BEDDING. WATER LINE FITTINGS SHALL BE REVIEWED WITH THE OWNER AND ADJUSTMENTS MADE TO THE
<br /> HDPE (DI PIPE SIZE) AND BE PRESSURE RATED AT 200 PSI. DI FITTINGS PROTECTION LIMITS AND TREES TO BE PROTECTED PRIOR TO CLEARING B. DISKING EXISTING VEGETATION WORK INCLUDES:
<br /> I
<br /> RATED AT MIN. 200 PSI MAY BE USED IN LIEU OF HDPE FITTINGS, THE SITE. 1. PROTECTING FROM HARM ALL OBJECTS SELECTED TO REMAIN.
<br /> a' HOWEVER THE FITTING MATERIAL USED SHALL BE CONSISTENT THROUGHOUT
<br /> o THE PROJECT CONSTRUCTION. WATER MAIN PIPE MATERIALS SHALL BE 20. EXISTING VEGETATION SHALL BE PROTECTED AND RETAINED TO THE 2. MOWING THE AREA PRIOR TO DISKING. q
<br /> ,,,; APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. MAXIMUM EXTENT FEASIBLE. ® -( W/N V)6A
<br /> 1 9/18/19 CHANGE ORDER #1 - SITE LAYOUT REVISIONS (, 0, wasy C>' Drawing No.
<br /> 4 • '�' - �' Drawn By Date EVERETT RIVERFRONT BOULEVARD
<br /> 0r , N ,„ ��', P. HOUGHTALING 8/7/19 WORK ORDER NT 1
<br /> ,, „
<br /> jrc-61 p TIE ET it„_
<br /> � / e ,er Designed By 33699-2 RIVERFRONT COMMERCIAL INVESTMENT, LLC
<br /> oit r �` ,o , V. WEN 8/7/19
<br /> Sheet No.
<br /> 0 2707 COLBY AVENUE,SUITE 900 ,Q�C4S96e8R, Z .
<br /> ` CheckedE By Q
<br /> cl EVERETT,WA 98201 Know what's below. F`SS/Q T �C,� Approved By
<br /> 60 8/7/19 Project Number 4 /
<br /> 0HOLDINGS NAL E 162
<br /> Q
<br /> No. Date Revision By Appr. 425.252.7700 I800.615.9900 Call before you dig. C. DONNER 8/7/19 20180004.003 NOTES
<br /> of Total
<br /> RCI - dwg CONTROL DATE - 3-6-2020
<br />
|