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<br /> PUBLir VIipRK5 DEPARi'M�NT
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<br /> E3Y `� � � r ;, �,� +
<br /> DAT� �"`��-�!�d�
<br /> S I T E D E M 0 L I T I 0 I� N 0 T E S T E S C �l 0 T E S C 0 f�T. ' CITY OF EVERETi'REVtE1NE0 F�R pERMIT
<br /> 1. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPQRARY BARRIERS AND SECURITY 11. CONTRACTOR TO PROVIQE AND PRQPERLY MAINTAIN CATCH BASIN INSERTS IN ALL EXISTING AND NEW CATCH
<br /> DEVICES AS NECESSARY FOR THE PROTECTION OF THE ADJACENT PUBLIC IMPROVEMENTS WITHIN THE BASINS WITHIN THE CQNSTRUCTIQN LIMITS. AT NO TIME SHALL MORE THAN 6 INCHES QF SEQIMENT BE
<br /> STREEf RIGHT-OF-WAYS. ALLQWED TO AC£UMULATE WITHIN A CATCH BASIN INSERT. ALL CATCH BASlNS AND C4NVEYANCE LINES -
<br /> � E SHALL BE CLEARED PRIOR TO PLACING RIGID OR FLEXIBLE PAVEMENT. THE CLEARING QPERATION SHALL
<br /> o NOT FLUSH SEDIMENT-LADDEN WATER INTO THE DOWNSTREAM SYSTEM.
<br /> N 2. THE CONTRACTOR SHALL COORDINATE THE REMOVAL, ABANDONMENT AND/OR CAPPING OF EXISTING F
<br /> T UTILITIES WITH THE BOEING COMPANY AND THE ENGINEER. '
<br /> i 12. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND .
<br /> � 3. EXCAVATION FOR REMOVAL OF FOUNDATIONS, SLABS ON GRADE AND UTIUTIES SHALL BE IN MAINTAINEQ FOR THE DURATION OF THE PROJECT.
<br /> � ACCORDANCE WITH THE PROJECT'S GEOTECHNICAL ENGINEERING REPORT. THE CONTRACTOR SHALL '
<br /> N COMPLY WITH THE REPORT RECOMMENDATIONS FOR TEMPORARY CONSTRUCTION SLOPES AND SHALL 13. AT THE CONSTRUCTION SITE ENTRANCE, VEHICLES SHALL DRIVE ABOVE CORRUGATED METAL PLATES AND
<br /> � NOT D(CEED THOSE SLOPES WITHOUT PRIOR APPROVAL OF A GE4TECHNICAL ENGINEER. DAILY SWEEPING SHALL TAKE PLACE TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN DURING THE
<br /> � DURATION OF THE PROJECT.
<br /> 4. GAP OR PLUG UTILITY SERVICES AT THE LIMITS OF EXCAVATION OR AT THE LIMITS OF DEMOUTION,
<br /> � UNLESS NOTED OTHERWISE. 14. IF NECESSARY FOR SEQIMENT CONTROL, THE CONTRACTOR SHALL DESIGN AND CONSTRIJCT SEDIMENT TRAPS
<br /> � 5. CONTRACTOR SHALL VERIFY THAT ALL TELEPHONE AND COMI�UNICATIONS WIRES AND CONDUCTQRS AS REQUIRED BY AND IN ACCORDANCE WITH CITY OF EVERETT ENGINEERING DESIGN & DEVELOPMENT
<br /> HAVE BEEN DECOMMISSIONED PRIOR TO REMOVAL OF ANY COMMUNICATIONS AND TELEPHONE STANDARDS (EDDS) MANUAL.
<br /> DUCTBANK CONDUIT AND VAULTS,
<br /> 15. SCRAPING AND SWEEPING OF STREEtS, SIDEWALKS, AND FLOW LINES MUST BE CONDUCTED AT THE END OF �
<br /> 6. DEMOLITION ASSOCIATED WITH ELECTRICAL LINES AND APPURTENANCES SHALL BE COORDiNATED WITH EACH WORK DAY (QR MORE FREQUENTLY, IF REQUESTED) WITH A VACUUM SWEEPER, OR OTHER APPROVED
<br /> THE BOEING COMPANY AND THE ELECTRICAL ENGINEER. DEMOLITION FOR SPECIFIC ELECTRICAL ITEMS MEANS APPROVED BY BOEING ENVIRONMENTAL AFFAIRS. 1
<br /> INDICATED ON THE DEMOLITION PLANS SHALL NOT BE CARRIED OUT UNTIL POWER SOURCES TO THE
<br /> ITEMS INDICATED FOR REMOVAL HAVE BEEN MADE SAFE. 16. THE CONTRAGTOR SHALL IMPLEMENT LINEAR RUN-ON CONTROLS TO PREVENT WATER FROM ENTERING THE .
<br /> 7. REMOVAL OF ELECTRICAL DUCTBANK, CONDUITS AND/OR VAULTS, IF NECESSARY, SHALL FOLLOW GONSTRUCTION AREA.
<br /> PULLING OF CABLE AND CONDUCTORS AS SHOWN ON THE ELECTRICAL DRAWINGS,
<br /> 17. RROCESS WATER, WHICH INCLUDES CONCRETE WASHOUT, WHEEL WASH WATER, AND SWEEPER TRUCK
<br /> = S. REMOVE D(ISTING CONCRETE PAVEMENT WHERE SHQWN ON THE DRAWINGS. WASTEWATER, SHALL BE HAULED OFFSITE TO AN APPROPRIATE DISPOSAL SITE, OR DISCHARGED AFTER
<br /> o TREATMENT TO THE SANITARY SEWER WITH LOCAL AGENCY AND BOEING ENVIRONMENTAL AFFAIRS APPROVAL.
<br /> � 9. REMOVE EXISTING ASPHALT CONCRETE PAVEMENT WHERE SHOWN ON THE DRAWINGS. BASE COURSE, PROCESS WATER SHALL NQT BE DISCHARGED TO THE STORM DRAIN.
<br /> IF PRESENT, MAY 'REMAIN.
<br /> � 10. PROTECT ALL EXISTING STRUCTURES AND FOl1NDATi0N5 TO REMAIN WITHIN THE LIMITS OF WORK 18. THE GONTRACTOR SHALL REFER TO "WASHINGTON DEPARTMENT OF EGOLOGY, 2012 STORMWATER
<br /> = DURING CONSTRUCTIQN. CONTRACTOR SHALL PROVIDE TEMPQRARY SHORING AS REQUIRED IN ORDER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, AS AMENDED IN DECEMBER 2014" FOR ANY EROSION �
<br /> TO AVOID IMPACTS TO EXISTING STRUCTURES, FQUNDATIONS AND RETAINING WALLS. AND SEDIMENTATION CONTROLS. AS APPROVED BY ENVIRQNMENTAL AFFAIRS, THE CONTRACTOR SHALL
<br /> IMPLEMENT STORMWATER BMPs CONTAINED 1N THIS MANUAL, INCLUDING THE PRQPER SELECTION, '
<br /> 11. PROTECT ALL EXiSTING UTIUTIES INDICATED TO REMAIN FRQM DAMAGE AT ALL TIMES DURING IMPLEMENTATION, AND MAINTENANCE OF ALL APPLICABLE AND APPROPRIATE BMPs FOR ON-SITE EROSION,
<br /> CONSTRUCTION. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AS REQUIRED TO ENSURE SEDIMENTATION AND POLLUTION CONTROL.
<br /> ADEQUATE PROTECTION OF UTILITIES TO REMAW AND THEIR APPURTENANCES. CONTRACTOR SNALL j
<br /> FIELD VERIFY EXISTING CONDITIONS PRIOR TO GOMMENCEMENT OF DEMOLITION OPERATIONS AND 20. ADDITIQNAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE
<br /> NOTIFY THE ENGINEER OF ANY DISCREPANCIES. KEPT CLEAN FOR THE DURATION OF THE PRQJECT. :ALL WHEEL WASH OR TIRE WASH WATER TO BE
<br /> 12. MONITORING WELLS, IF APPLICABLE, SHALL BE DECOMMISSIONEQ IN ACCORDANCE WITH THE CONTAINED FOR TREATMENT AND OFFSITE DISPOSAL 4R PERMITTED DISCHARGE TO THE SANITARY SEWER.
<br /> WASHINGTON ADMINISTRATIVE CODE, WAC 173-16Q-381.
<br /> 21. TREATMENT REQUIREMENTS FOR ALL STORMWATER RUNOFF FROM THE CONSTRUCTION SITE WILL BE AS PER
<br /> 13. REMOVAL OF UNDERGROUND STORAGE 7ANKS, IF NECESSARY, SHALL BE DONE IN ACCORDANCE WITH THE SWPPP APPROVED BY BOEING.
<br /> THE WASHINGTQN ADMINISTRATIVE CODE, WAC 173-36Q. BOEING EVERETf EHS SHALL BE NOTIFIED A
<br /> MINIMUM OF 6Q DAYS PRIOR TO TANK REMOVAL 22. STORM DRAIN COVERS SHALL BE PLACED OVER PN68, PN69, PM24, AND PN45-3 SHQWN ON DRAWING
<br /> C390-Q3A PRIOR TO DEMOLITION.
<br /> 23. STATIONARY EQUIPMENT CONTAINING MORE THAN 55 GALLONS OF OIL/FUELS ANQjOR LOCATED WITHIN 25 �
<br /> S I T E A N D P A V I I V V I V O T E� FEEf OF A CATCH BASIN OR UNPAVED ARF1�S REQUIRES SECONDARY CONTAINMENT.
<br /> 24. PORTABLE SANITARY SEWER FACILITIES SHALL BE LOCATED AT LEAST 25 FEET FROM ANY STORM SEWER
<br /> 1. CONCREfE FOR EXTERIOR SiTE FACILITIES, INCLUDING BUT NOT LIMITED TO CURBS, THRUST BLOCKWG, INLET OR WATER BODY AND SHALL BE SERVICED REGUTARLY.
<br /> FENCE POST AND BOLLARD FQUNDATIONS, RAMPS, AND UTILITY STRUGTURES SHALL BE IN
<br /> ACCORDANCE WITH SPECIFICATION SECTION Q33150, "CAST-IN-PLACE CONCRETE". 25. THERE SHALL BE NO CONCREfE WASHOUT AREA ON BOEING SITE UNLESS AUTHORIZED BY BOEING
<br /> 2. CONCRETE PAVEMENT SHALL BE IN ACCORDANCE WITH SPECIFICATION SEGTION 033]50, ENVIR4NMENTAL AFFAIRS. IF AUTHORIZED, THE WASHOUT SHALL BE THE ECO-PAN CONTAINMENT SYSTEM OR
<br /> "CAST-IN-PLACE CONCRETE�. OTHER SYSTEM APPROVED BY BOEING ENVIRONMENTAL AFFAIRS, AND SERVICED ADEQUATELY PER CASE BY
<br /> CASE INSTRUGTIONS.
<br /> 3. SEE STRUCTURAL GENERAL NOTES AND DRAWINGS FQR ADDITIONAL INFORMATION DN �AVING.
<br /> 26. A PLAN FOR FINAL SITE STABILIZATION SHALL flE PROVIQED BY THE CONTRACTOR AT THE OUTSET OF THE '
<br /> PROJEGT FQR APPROVAL BY ENVIRONMENTAL AFFAIRS SHALL APPROVE FINAL STABILIZATION METHODOLOGIES.
<br /> PROJECT SHALL NOT BE DEEMED TERMINATED UNTIL ENVIRONMENTAL AFFAIRS DETERMINES THAT THE '
<br /> T E S C f� OT E S P�o�E�T SITE MEETS ALL REQl11REMENTS OF FINAL SITE STABILIZATION AS DEFINED BY THE CITY OF
<br /> EVERETT.
<br /> 1. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE 1NSTALLED PRIOR TO ANY SOIL 27, THE CONTRACTOR SHALL FOLLOW THE 2010 CITY OF EVERETT'S STORMWATER MANUAL, VOLUME II: 2.4.5
<br /> DISTURBING ACTIVITY. ALL TEMPORARY AND SEDiMENT CONTROL MEASURES ARE TO BE APPROVED BY A ELEMENT 5: 'STABILIZED SOILS:
<br /> BOEING REPRESENTATIVE PRIOR TO 1NSTALLATION.
<br /> 2. APPROVAL OF THIS TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN (TESCP) DOES NOT GQNSTITUTE AN A. ALL EXPOSED AND UNWORKED SOILS SHALL BE STABILIZED BY APPLICATION OF EFFECTNE BMPs THAT
<br /> APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION QF ROADS, PIPES, PROTECT THE SOIL FROM THE EROSIVE FQRCES OF RAINDROP IMPACT, FLOWING WATER, AND WIND.
<br /> RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). B. FULL STABILIZATION MEANS ALL SOIL bISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND
<br /> 3. THE IMPLEMENTA110N OF THESE TESCP PLANS AND THE CONSTRUCTION, MAINTENANGE, REPLACEMENT, AND AREAS WHERE WHERE THE SOIL OR NATURAL VEGETATIVE COVER HAS BEEN DISTURBED HAVE BEEN
<br /> UPGRADING OF THESE TESCP FACILIT(ES IS THE RESPQNSIBILITY OF THE CONTRACTOR UNTIL ALL PROPERLY COVERED ANA ACCEPTED TO MEET PERMANENT EROSION CONTROL, PERMANENT EROSION
<br /> CONSTRUCTION IS APPROVED. IF INSTALLATION OF SILT FENCE IS NOT POSSIBLE ON PAVED AREAS, CONTROL CAN INCLUDE CONCREfE OR ASPHALT PAVING; QUARRY SPALLS USED AS DITCH LINING; �
<br /> CONTRACTOR SHALL IMPLEMENT ALTERNATE EROSION CONTROL MEASURES TO CONTROL SEDIMENT. APPLICATION OF THICK LAYERS OF GRAYEL OR MULCH; OR VEGETATNE COVER IN A MANNER THAT WILL
<br /> FULLY PREVENT SOIL EROSION. WHERE THE TERM "FULLY ESTABI.ISHED IS USED TQ DESCRIBE VEGETATIVE
<br /> 4. THE BOUNDARIES OF THE CONSTRUCTION LIMITS SHOWN ON THESE PLANS SHALL BE CLEARLY FLAGGED IN COVER OR PLANTINGS, IT SHALL BE UNDERSTOOD TO MEAN THAT HEALTHY VEGEfATION COVERS 90
<br /> THE FIELD PRIOR TO CpNSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE PERCENT OF EXPOSEQ BARE SOIL. THE APPLICATION OF HYDROSEEDING, EVEN IN CONJUNCTION WITH A
<br /> FLAGGED CONSTRUCTION LIMITS SHALL 8E PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE BOND FIBER MATRIX (BFM) OR ROLLED EROSION PRODUCT WILL NQT BE ACCEPTED AS FULlY
<br /> CONTRACTOR FOR THE DURATION OF CONSTRUCTION. ESTABLISHED PERMANENT EROSION CONTROL BEFORE THE NECESSARY DEVELOPMENT AND GROUND COVER
<br /> REQUIREMENTS OF THE PLANTINGS ARE MET. THE 'STRONG ROOT STRUCTURES OF WELL ESTABLISHED
<br /> 5. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATIQN FACILITIES TO ENSURE THAT VEGETATION ARE AN ESSENTIAL MECHANISM IN CONTROLLING SOIL EROSION, THE CITY WILL INSPECT AND
<br /> SEDIMENT-LADEN WATER DOES NOT ENTER THE NATURAL OR PUBLIC DRAINAGE SYSTEM. AS CONSTRUCTION MUST APPROVE ALL AREAS AS FULLY STABILIZEQ BEFORE THE RELEASE OF FINANCIAL GUARANTEES.
<br /> PROGRESSES AND UNEXPECTED (SEASONAL} CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES (E.G. C. TEMPORARY EROSION CONTROL MFASURES SHALL REMAIN IN PLACE UNTIL PERMANENT MEASURES ARE
<br /> ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES ETC), MAY BE REQUIRED TO ENSURE COMPLETE ESTABLISHEQ.
<br /> SILTATION CONTROL OF THE PROJECT. THEREFORE, DURING THE COURSE OF CONSTRUCTION, THE
<br /> CONTRACTOR SHALL ADDRESS ANY GHANGED OR NEW CONDITIONS THAT MAY BE CREATED BY THE 27, THE CONTRACTQR SHALL INSPECT ALL SEEDED AREAS FOR FAILURES AND RESEED, FERTILIZER, AND MULCH
<br /> CONTRACTOR'S ACTIVITIES AND PRQVIDE ADDITIONAL FACILITIES THAT MAY BE NEEDED TO PROTECT ADJACENT WITHIN THE PLANTING SEASON, USING N4T LESS THAN HALF THE ORIGINAL APPLICATION RATES. ANY
<br /> PROPERTIES. REVEGETATIQN EFFORTS THAT DO NQT PROVIDE ADEQUATE GOVER MUST 8E REAPPLIED AT A SCHEDULE
<br /> 6. THE TESCP FACILITIES REFERENCED ON THESE PIANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED RECOMMENDED BY THE BOEWG eOMPANY. THE CONTRACTOR SHALL SUPPLY ALL SEEDED/SOD AREAS WITH
<br /> SITE CONDITIONS. DURING THE CONSTRUCTION PERIOQ, THESE TESGP FACILITIES SHALL BE MAINTAINED AND ADEQUATE MOISTURE, BUT NOT TO THE EXTENT RUNOFF OCCURS. THE CONTRACTOR SHALL ENSURE THE
<br /> UPGRADED (E.G. ADDITIONAL SUMPS, RELOCATION QF DITCHES AND SILT FENCES, EfC.) AS NEEDED FOR SITE IS FULLY STABILIZED UPON COMPLEfION OF THE PROJECT.
<br /> UNEXPECTED STORM EVENTS.
<br /> 7. IF NECESSARY FOR SEDIMENT CONTROL, THE CONTRACTOR SHALL DESIGN AND CONSTRUCT SEDIMENT TRAPS
<br /> AS REQUIRED BY AND IN ACCORDANCE WITH DRAWING #2l5 OF THE CITY OF EVEREfT ADESIGN AND
<br /> GONSTRUCTION STANDARDS AND SPECIFICATIONS FOR DEVELOPMENT" MANUAL":
<br /> https://www.everettwa.gov jQocumentCenter�ew/243
<br /> 8. THE TESCP FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED A5 NECESSARY TO
<br /> ENSURE THEIR CONTINUED FUNCTIONING.
<br /> �, 9. ANY AREA STRIPPED OF VEGETATION, INCLUDING EXCAVATION EMBANKMENTS, WHERE NO FURTHER WORK IS
<br /> � ANTICIPATED FOR A PERIOD OF TIME OF TWO (2) DRYS DURING THE WET SEASON (FROM OCTOBER 1
<br /> N THROUGH APRIL 30) AND SEVEN (7) DAYS DURING THE DRY SEASON {FROM MAY 1 TO SEPTEMBER 3Q),
<br /> i' SHALL BE IMMEDlATELY STABILIZED WITH THE APPftOVED JESCP METHODS APPLICABLE FOR THE SEASON
<br /> � (E.G. SEEDING, MULCHING, NETTING, ER0510N BLANKETS, EfC.}.
<br /> �
<br /> 0 10. THE TESCP FACILITIES AT ACTIVE AREAS QF THE SITE SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF
<br /> � ONCE A WEEK OR WITHIN 24 HOURS FOLLOWING A STORM EVENT.
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<br /> DRAWN ATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> � REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE � s ACCEPTABILITY NATALE 03.1$.16 GENERAL CIVIL NOTES II °�.�H.�6
<br /> �'4 we8 THIS DESIGN AND/OR CHE KED
<br /> ° �r GARGEYA 03.18.16 sHE�r
<br /> b . � SPECIFICATION IS APPROVED
<br /> � F� � po� APPRQVED BY DEPT. �A� HARRIS 03.18,16 T�T�E SKYDROL-GLYCOL FACILITY
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