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AB B R E� ATI 0 f� S G E�l E RAL f�OTES PAI NT STR I P I f� G �l OTES �
<br /> T E S C �l 0 T E S 24. A PLAN FOR FINAL SITE STABILIZATION SHALL BE PROVIDED BY CONTRACTOR AT THE OUTSEf OF
<br /> THROUGHOUT THE PIANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE PROJECT FOR APPROVAL BY ENVIRONMENTAL AFFAIRS. UPON PLAN IMPLEMENTATION, Y
<br /> THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR THE FOLLOWING APP�Y UNLESS OTHERWISE INDICATED. 1. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY 1. TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) MEASURES SHALL BE INSTALLED PRIOR TO ENVIRONMENTAL AFFAIRS SHALL APPROVE FINAL STABILIZATION METHODOLOGIES. PROJECT SHALL �
<br /> REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE STRIPING/SIGNAGE NECESSARY TO MAINTAIN SAFE VEHICLE AND PEDESTRIAN TRAFFIC. ANY SOIL-DISTURBING ACTIVITY. NOT BE DEEMED TERMINATED UNTIL ENVIRONMENTAL AFFAIRS DETERMINES THAT THE PROJECT SITE
<br /> PROJECT. THE TECHNICAL REPRESENTATIVE WILL DEFINE THE INTENT OF ANY 1. ALL WORK AND MATERIAL SHALL CONFORM TO BOEING STANDARDS AND SPECIFICATIONS, MEETS ALL THE REQUIREMENTS OF FINAL SITE STABILIZATION AS DEFINED BY THE C11Y OF �
<br /> ABBREVIATION IN QUESTION. SNOHOMISH COUNTY STANDARDS, AND CITY OF EVERETf STANDARDS. IF STANDARDS ARE NOT 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAINTING ALL LINES AND SYMBOLS OBSCURED BY EVERETT.
<br /> PROVIDED BY THE AUTHORITIES HAVING JURISDICTION, WORK AND MATERIALS SHALL COMPLY WITH HIS WORK TO THE SATISFACTION OF THE OWNER, PRIOR TO CONSTRUCTION, THE CONTRACTOR 2. APPROVAL OF THIS TESC PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR
<br /> THE MOST CURRENT EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND SHALL FIELD VERIFY THE EXISTING STRIPING/SURFACE OF EACH PAVEMENT SEGMENT TO BE DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF
<br /> & AND MUNICIPAL CONSTRUCTION AS JOINTLY PROMULGATED BY THE WASHINGTON STATE DEPARTMENT OF RECONSTRUCTED. ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES..,) 25. THE CONTRACTOR SHALL FOLLOW THE 2012 CITY OF EVERETf'S STORMWATER MANUAL,
<br /> � AT TRANSPORTATION (WSDOT) AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC AMENDED 2014, VOLUME II: 2.4.5. ELEMENT 5: STABILIZE SOILS
<br /> f APPROXIMATELY WORKS ASSOCIATION. 3. THE CONTRACTOR SHALL LAYOUT ALL PROPOSED PAINT STRIPING FOR OWNER'S REVIEW/APPROVAL 3. THE IMPLEMENTATION OF THIS TESC PLAN AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT,
<br /> ABAN ABANDON PRIOR TO FINAL STRIPING. AND UPGRADING OF THESE TESC PLAN FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR 26. ALL EXPOSED AND UNWORKED SOILS SHALL BE STABILIZED BY APPLICATION OF EFFECTIVE BMPS
<br /> AC ASPHALT CONCRETE 2. THE CONTRACTOR SHALL CALL THE UNDERGROUND SERVICE ALERT ONE-CALL NUMBER 811 TWO UNTIL ALL CONSTRUCTION IS APPROVED. THAT PROTECT THE SOIL FROM THE EROSIVE FORCES OF RAINDROP IMPACT, FLOWING WATER, AND
<br /> ADJ ADJUST (-ED,-MENT,-ABLE) BUSINESS DAYS PRIOR TO EXCAVATION. 4. COORDINATE STRIPING WITH THE BOEING COMPANY TO MATCH EXISTING STANDARD STR(PING. WIND.
<br /> AIR COMPRESSED AIR �
<br /> ANSI AMERICAN NATIONAL STANDARD INSTITUTE 3. INFORMATION ON EXISTING CONDITIONS AND BOUNDARIES/RIGHT-OF-WAY SHOWN ON THESE PEANS 5. ALL LINEAR PATfERN PAVEMENT MARKINGS SHALL BE PAINT. ALL OTHER PAVEMENT MARKINGS 4. IF INSTALLATION OF SILT FENCE IS NOT POSSIBLE ON PAVED AREAS, CONTRACTOR SHALL
<br /> APPROX APPROXIMATE (-ED, -IVE) WAS OBTAINED FROM A SURVEY NOT PERFORMED BY COFFMAN ENGINEERS. NO GUARANTEE IS IMPLEMENT ALTERNATE EROSION AND SEDIMENT CONTROL MEASURES. 27. FULL STABILIZATION MEANS ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED �
<br /> (ARROWS, LETTERS, STOP BARS, CROSSWALKS) SHALL BE THERMOPLASTIC. ALL PAVEMENT MARKINGS AND AREAS WHERE THE SOII. OR NATURAL VEGETATIVE COVER HAS BEEN DISTURBED HAVE BEEN
<br /> ASPH ASPHALT MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. THE CONTRACTOR SHALL COMPLY WITH WSDOT SPECIFICATION 9-34 AND SHALL BE APPLIED IN ACCORDANCE WITH PROPERLY COVERED AND ACCEPTED TO MEET PERMANENT EROSION CONTROL. PERMANENT �
<br /> ASTM AMERICAN SOCIETY FOR TESTWG AND MATERIALS SHALL FIELD VERIFY EXISTING CONDITIONS AND REQUIRED ELEVATIONS AT THE SUBJECT SITE. WSDOT SPECIFICATION 8-22 5. THE BOUNDARIES OF THE CONSTRUCTION LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY EROSION CONTROL CAN INCLUDE CONCRETE OR ASPHALT PAVING: QUARRY SPALLS USED AS DITCH
<br /> BIGD BELOW INLET GRATE DEVICE VERIFY THE LOCATION AND SIZE OF EXISTING UTILITIES BEFORE PROCEEDING WITH CONSTRUCTION FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO LINING� APPLICATION OF THICK LAYERS OF GRAVEL OR MULCH• OR VEGETATIVE COVER IN A
<br /> BLDG BUILDING ACTIVITIES, INCLUDING UNDERGROUND AND OVERHEAD UTILITIES, UTILITY STRUCTURES, POINTS OF 6. PAINT SHALL BE APPLIED IN TWO APPLICATIONS. THE TIME PERIOD BETWEEN APPLICATIONS SHALL DISTURBANCE AND/OR MATERIAL/EQUIPMENT STAGING SHALL BE PERMITfED BEYOND THE FLAGGED MANNER THAT WILL FULLY PREVENT SOIL EROSION. WHERE THE TERM "FULLY ESTABLISHED" IS
<br /> BM BENCH MARK CONNECTION, AND UTILITY CROSSINGS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR BE IN ACCORDANCE WITH WSDOT SPECIFICATION SECTION 8-22.3(3)E. CONSTRUCTION LIMITS. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE USED TO DESCRIBE VEGETATIVE COVER OR PLANTINGS, IT SHALL BE UNDERSTOOD TO MEAN THAT
<br /> BMP BEST MANAGEMENT PRACTICE EXCEPTIONS ENCOUNTERED PRIOR TO PROCEEDING. ANY COSTS INCURRED AS A RESULT OF THE DURATION OF CONSTRUCTION. HEALTHY VEGETATION COVERS 90 PERCENT OF EXPOSED BARE SOIL THE APPLICATION OF
<br /> BOT BOTTOM
<br /> CONTRACTOR'S FAILURE T4 VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION 7. PAINT SHALL BE TOP-COATED WITH GLASS BEADS PER WSDOT SPECIFICATION SECTION 8-22.3(3)G. HYDROSEEDING EVEN IN CONJUNCTION WITH A BONDED FIBER MATRIX BFM) OR ROLLED EROSION
<br /> CB CATCH BASIN SHALL BE BORNE BY THE CONTRACTOR. '
<br /> CHR CHILLED RETURN 6. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION FACILITIES TO PRODUCT WILL NOT BE ACCEPTED AS FULLY ESTABLISHED PERMANENT EROSION CQNTROL BEFORE
<br /> CHS CHILLED SERVICE 4. THE CONTRACTOR SHALL HAVE A COMPLETE SEf OF APPROVED CONSTRUCTiON DOCUMENTS 8• LONGITUDINAL MARKING PATTERNS SHALL COMPLY WITH WSDOT STANDARD PLAN M-20.10-02. ENSURE THAT SEDIMENT-LADEN WATER DOES NOT ENTER THE NATURAL OR PUBLIC DRAINAGE THE NECESSARY DEVELOPMENT AND GROUND COVER REQUIREMENTS OF THE PLANTINGS ARE MET. "
<br /> CL CENTERLINE TRAFFIC ARROWS SHALL COMPLY WITH WSDOT STANDARD PLAN M-24.40-01. TRAFFIC LETfERS SYSTEM. THE STRONG ROOT STRUCTURES OF WELL ESTABLISHED VEGETATION ARE AN ESSENTIAL
<br /> CM CONSTRUCTION MANAGER f MANAGEMENT (INCLUDING ESI) ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. SHALL COMPLY WITH WSDOT STANDARQ PLAN M-80.30-02. MECHANISM IN CONTROLLING SOIL EROSION. THE CITY WILL INSPECT AND MUST APPROVE ALL '
<br /> 7. THE TESC FACILITIES REFERRED ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR AREAS AS FULLY STABILIZED BEFORE THE RELEASE OF FINANCIAL GUARANTEES.
<br /> CMP CORRUGATED METAL PIPE 5. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT IN 9. CROSSWALK AND STOP BAR MARKINGS SHALL COMPLY WITH WSDOT STANDARD PLAN M-15.10-01 �
<br /> COL COLUMN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS, INCLUDING SUCH INCIQENTALS AS MAY BE AND M-24.60-04. ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED (SEASONAL} �
<br /> CONC CONCRETE NECESSARY TO MEET REQUIREMENTS AND STANDARDS OF THE AUTHORITIES HAVING JURISDICTION. CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES (E.G. ADDITIONAL SUMP PUMPS, 28. TEMPORARY EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT MEASURES "
<br /> COND CONDENSATE RELOCATION OF DITCHES, ETG), MAY BE REQUIRED TO ENSURE COMPLETE SILTATION CONTROL OF ARE ESTABLISHED.
<br /> CONN CONNECTION 6. THE DRAWINGS INDICATE LOCATIONS DIMENSIONS REFERENCES AND TYPICAL DETAILS OF THE PROJECT. THEREFORE DURING THE COURSE OF CONSTRUCTION� THE CONTRACTOR SHALL
<br /> CY CUBIC YARD CONSTRUCTION. THE DRAWINGS DO NOT INDICATE EVERY CONDITION. WORK NOT FULLY DETAILED D E M O L I T I O � N O T E S ADDRESS ANY CHANGED OR NEW CONDITIONS THAT MAY BE CREATED BY THE CONTRACTOR'S 29. THE CONTRACTOR SHALL INSPECT ALI. SEEDED AREAS FOR FAILURES AND RE-SEED, FERTILIZER,
<br /> CW CHILLED WATER SNALL BE CONSTRUCTEO SIMILAR TO PARTS THAT ARE FULLY DETAILED. ACTIVITIES AND PROVIDE ADDITIONAL FACILITIES THAT MAY BE REQUIRED TO PROTECT ADJACENT AND MULCH WITHIN THE PLANTING SEASON, USING NOT LESS THAN HALF THE ORIGINAL
<br /> DEMO DEMOLISH OR DEMOLITION 1. REMOVE ALL DELETERIOUS MATERIAL FOUND ON-SITE INCLUDING VEGETATION, SCRAP WOOD, TRASH, PROPERTIES. THE CONTRACTOR SHALL UPDATE THE SWPPP ACCORDINGLY. APPLICATION RATES. ANY REVEGETATION EFFORTS THAT DO NOT PROVIDE ADEQUATE COVER MUST
<br /> � DIA DIAMETER 7. THE CONTRACTOR SHALL OBTAIN THE APPROPRIATE APPROVALS AND PERMITS FROM THE ETC. AND DISPOSE OF AT AN APPROVED OFF-SITE LOCATION. BE REAPPLIED AT A SCHEDULE RECOMMENDED BY THE BOEING COMPANY.
<br /> DI DUCTILE IRON AUTHORITIES HAVING JURISDICTION PRIOR TO PROCEEDING WITH CONSTRUCTION ACTIVITIES. THE
<br /> DIP DUCTILE IRON PIPE CONTRACTOR SHALL COORDINATE WITH THE AUTHORITIES HAVING JURISDICTION TO CONFIRM 8. IF NECESSARY FOR SEDIMENT CONTROL, THE CONTRACTOR SHALL DESIGN AND CONSTRUCT
<br /> 2. AT ALL TIMES THE CONTRACTOR SHALL MAINTAIN SIGNS, BARRICADES. FENCING, OR OTHER MEASURES
<br /> DOE DEPARTMENT OF ECOLOGY INSPECTION, TESTING, AND CERTIFICATION REQUIREMENTS. TO ENSURE CONTINUOUS PROTECTION OF THE PUBLIC AND TO PREVENT UNAUTHORIZED ENTRY TO SEDIMENT TRAPS AS REQUIRED BY AND IN ACCORDANCE WITH DRAWING �215 OF THE CITY OF 30. THE CONTRACTOR SHALL SUPPLY ALL SEEDED/SOD AREAS WITH ADEQUATE MOISTURE, BUT NOT
<br /> DRN DRAIN EVERETT "DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR TO THE EXTENT RUNOFF OCCURS. THE CONTRACTOR SHALL ENSURE THE SITE IS FULLY '
<br /> DW DOMESTIC WATER THE CONSTRUCTION AREA. AT A MINIMUM FENCING SHALL BE 6.0 FEET HIGH. COORDINATE SAFETY DEVELOPMENT" MANUAL: HTTPS://WWW.EVERETTWA.GOV/DOCUMENTCENTER,fVIEW/243 STABILIZED UPON COMPLETION OF THE PROJECT.
<br /> 8. CONSTRUCTION SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT ACCESSIBI�ITY AND SECURITY MEASURES WITH ADJACENT WORK. �
<br /> E EAST GUIDELINES (ADAAG). •
<br /> EA EACH 3. DAMAGE TO ANY PROPERIY, INCLUDING BUT NOT LIMITED T0, BUILDINGS, UTILITIES, VEHICLES, 9. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS
<br /> EHS ENVIRONMENTAL AND HEALTH SERVICES 9. EXISTING PROPERTY CORNERS AND SURVEY MONUMENTS SHALL BE PROTECTED DURING FENCING, OR LANDSCAPING AS A RESULT OF CONTRACTORS ACTIVITIES SHALL BE REPAIRED OR NECESSARY TO ENSURE THEIR CONTINUEQ EFFECTIVENESS. l (� I
<br /> EL, ELEV ELEVATION CONSTRUCTION. ANY DAMAGED OR OBLITERATED CORNERS OR MONUMENTS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. P CJ �L U T I O I V P R E�E f�T I 0 N �l 0 T E S �
<br /> EV ELECTRICAL VAULT RE-ESTABLISHED BY A PROFESSIONAL SURVEYOR AT THE CONTRACTOR'S EXPENSE.
<br /> EX EXISTING 10. ANY AREA STRIPPED OF VEGETATION, INCLUDING EXCAVATION EMBANKMENTS, WHERE NO FURTHER
<br /> 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY 1. EQUIPMENT LUBRICATION AND FUE�ING OPERATIONS SHALL OCCUR AT AN APPROVED OFF-SITE
<br /> FH FIRE HYDRANT WORK IS ANTICIPATED FOR A PERIOD OF TIME OF TWO (2) DAYS DURING WET SEASON (FROM LOCATION.
<br /> FIRE FIRE SUPPRESSION MAIN 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL IN ACCORDANCE WITH THE MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR OCTOBER 1 THROUGN APRIL 30) AND SEVEN (7) DAYS DURING DRY SEASON (FROM MAY 1 TO
<br /> FF FINISH FLOOR MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. COORDINATE MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT �THE CONTRACTOR'S EXPENSE SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS
<br /> FG FINISH GRADE REQUIREMENTS WITH BOEING, SNOHOMISH COUNTY, AND CITY OF EVERETf. TO ORIGINAL LOCATION AND ELEVATION. ' 2. PREVENT OILS AND FUELS FROM ENTERING THE STORM DRAINAGE SYSTEM WITH PROPER
<br /> G GAS APPLICABLE FOR THE SEASON (E.G. SEEDING, MULCHING, NETTING, EROSION CONTAINMENT DEVICES.
<br /> GV GATE VALVE 11. SAFETY STANDARDS AND REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND 5. THE CONTRACTOR IS FINANCIALLY RESPONSIBLE FOR THE MAINTENANCE OR REPAIR OF OFF-SITE AND BLANKETS, PLASTIC... ETC). *
<br /> HORIZ HORIZONTAL COMPLIED WITH AS SET FORTH BY OSHA. ON-SITE PAVED SURFACES WHERE DAMAGE HAS BEEN SUSTAINED BECAUSE OF CONSTRUCTION 3. ACCESS TO CONSTRUCTION IS VIA ADJACENT EXISTING PAVED STREETS. SWEEP DIRT FROM
<br /> HPS HIGH PRESSURE STEAM TRAFFIC. 11. THE TESC FACILITIES AT ACTIVE AREAS OF THE SITE SHALL BE INSPECTED AND MAINTAINED A PAVING DAILY OR AS NEEDED. THE INTENT IS TO PREVENT DIRT AND DEBRIS FROM VEHICLES �
<br /> ID INSIDE DIAMETER/DIMENSION 12. REFER TO ARCHITECTURAL AND STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION REGARDING MINIMUM OF ONCE A WEEK OR WITHIN 24 HOURS OF A STORM EVENT. AND EQUIPMENT FROM BEING DEPOSITED ON BOEING-OWNED STREET AND CITY STREET �
<br /> IE INVERT ELEVATION CONSTRUCTION OF STRUCTURES, ENCLOSURES, STAIRS, SIDEWALKS/PATHS, LANDINGS/PATIOS, 6. ALL CONCRETE, PAVEMENT, CURBS, SIDEWALKS AND RAMPS INDICATED TO BE REMOVED OR REPLACED PAVEMENT.
<br /> INV INVERT FENCING, RAILING, DOORS AND GATES. SHALL BE REMOVED TO THE NEAREST EXPANSION JOINT AS IDENTIFIED DURING CONSTRUCTION. 12. CONTRACTOR SHALL PROVIDE AND PROPERLY MAINTAIN CATCH BASIN INSERTS IN ALL EXISTING
<br /> LF LINEAR FEET WHERE THIS IS NOT POSSIBLE DUE TO CONFLICTS OR ADJACENT DAMAGED CONCRETE / ASPHALT, AND NEW CATCH BASINS WITHIN THE CONSTRUCTION LIMITS. AT NO TIME SHALL MORE THAN 6 4. SPILL CLEANUP PROCEDURES SHALL BE POSTED ONSITE. IN CASE OF A SPILL THAT MAY ENTER
<br /> MAX MAXIMUM 13. RECORD DRAWINGS IDENTIFYING AND ACCURATELY LOCATING SUBSURFACE UTILITIES AND THE CONTRACTOR SHALL MAKE A FULL PAVEMENT DEPTH SAWCUT AT THE PROPOSED JOINT IN SOUND GROUNDWATER, SURFACE WATER, OR STORM DRAIN SYSTEM, CONTACT BOEING EMERGENCY
<br /> MH MANHOLE IMPROVEMENTS AND NOTING AS-CONSTRUCTED CONDITIONS SHALL BE PROVIDED BY THE PAVEMENT. PROPOSED CQNCRETE / ASPHALT SHALL EXTEND TO THE SAWCUT EDGE AND BE INCHES OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN INSERT. ALL CATCH DISPATCH AT (206) 655-2222. SPILLS SHALL BE CLEANED UP IMMEDIATELY AND CONTAMINATED
<br /> CONTRACTOR AT THE END OF CONSTRUCTION. BASINS AND CONVEYANCE LINES SHALL BE CLEARED PRIOR TO PLACING RIGID OR FLEXIBLE
<br /> MIN MINIMUM; MINUTE APPROPRIATELY JOINED / SEALED. THE CONTRACTOR SHALL MAKE SAWCUTS AT EXISTING CONTRACTION PAVEMENT. THE CLEARING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO MATERIAL DISPOSED OF PROPERLY.
<br /> MON MONUMENT 14. CONTRACTOR TO LOCATE AND DETERMINE DEPTH OF EXISTING UTI�ITIES. NOTIFY BOEING AND TNE JOINTS WHERE POSSIBLE. DOWNSTREAM SYSTEM. -
<br /> N NORTH/NEUTRAL ENGINEER OF ANY CONFLICTS BETWEEN EXISTING FEATURES AND THE PLACEMENT OF NEW 5. THE CONTRACTOR SHALL PREVENT ALL MATERIAL USED OR GENERATED ONSITE FROM ENTERING
<br /> N/A NOT APPLICABLE FACILITIES. 7. TO THE MAXIMUM EXTENT POSSIBLE THE CONTRACTOR SHALL SALVAGE AND REUSE ALL CATCH BASIN THE STORM DRAINAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE _
<br /> FRAMES, GRATES, COVERS, MANHOLE LIDS AND ANY OTHER EXISTING METAL WORKS IN PAVEMENTS 13. STABILIZED CONSTRUCTION ENTRANCES SNALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION CONTAINMENT SEPARATION AT ALL TIMES. ALL STORMWATER POLLUTION PREVENTION MEASURES
<br /> NAD NORTH AMERICAN DATUM AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED / '
<br /> NGVD NATIONAL GEODETIC VERTICAL DATUM 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL ON-SITE AND SHALL DESIGNATED FOR REMOVAL / REPLACEMENT. TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. APPLICABLE ��ORMWATER�PERMITSIROON ACT BOEINiGESAFETYT�EALTHR& E�NV RONMEN AL H
<br /> NOM NOMINAL COORDINATE HIS ACTIVITIES WITH THE OWNER AND ENGINEER A MiNIMUM OF TWO 2) WEEKS IN
<br /> N0. NUMBER � 8. ALL DEMOLITION DEBRIS SHALL BE DISPOSED OF LEGALLY OFF-SITE. AFFAIRS [SHEA - (206) 544-2393.] A MINIMUM OF TWO (2) WEEKS PRIOR TO THE START OF �
<br /> ADVANCE OF THE BEGINNING OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL
<br /> OD OUTSIDE DIAMETER 14, WHERE SEEDING IS REQUIRED AS A TEMPORARY STABILIZATION, FAST GERMINATING GRASSES SHALL CONSTRUCTION. -
<br /> TRAFFIC CONTROL SIGNS. SAFE VEHICULAR AND PEDESTRIAN ACCESS SHALL BE PROVIDED AT ALL
<br /> OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION BE APPLIED AT AN APPROPRIATE RATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT
<br /> PREFAB PREFABRICATED TIMES DURING CONSTRUCTION. SHUTDOWN OF OWNER OPERATION OR ACCESS WILL NOT BE APPROXIMATELY 80 LBS / ACRE). 6. THE CONTRACTOR SHALL FOLLOW ALL ENVIRONMENTAL AND OTHER REQUIREMENTS AS DEFINED
<br /> PCC PORTLAND CEMENT CONCREfE PERMITTED. G RA D I I V G A I V D EA R T H W O R ( \ G E I V E R A L i V O T E S IN THE BOEING SERVICE PROVIDER MANUAL (AVAILABLE UPON REQUEST).
<br /> PVC POLY VINYL CHLORIDE 1 6. T H E C O N T R A C T O R S H A L� M A I N T A I N A C L E A N W O R K A R E A A T A L L T I M E S �Y S W E E P I N G. W A S H I N G O F 1 5. S CRAPING AND SWEEPING OF STREETS, SIDEWALKS, AND FLOWLINES MUST BE CONDUCTED AT THE
<br /> PVMT PAVEMENT 7. THE CONTRACTOR SHALL NAVE AN APPROPRIATE SPILL KIT.
<br /> QTY QUANTITY PAVEMENT WILL NOT BE ALLOWED WITHOUT PRIOR BOEING APPROVAL. END OF EACH WORK DAY (OR MORE FREQUENTLY, IF REQUESTED) WITH A VACUUM SWEEPER OR
<br /> RAD RADIUS 1. EXPOSED SOIL MUST BE COVERED WITHIN 5 DAYS OF EXPOSURE DURING THE DRY SEASON (MAY 1 OTHER MEANS APPROVED BY BOEING ENVIRONMENTAL AFFAIRS.
<br /> REINF REINFORCED 17. FIE�D VERIFY DIMENSIONS FOR WORK PRIOR TO START OF WORK. THROUGH SEPTEMBER 30) AND WITHIN 48 HOURS OF EXPOSURE DURING TNE WET SEASON „
<br /> S SOUTH, SLOPE (OCTOBER 1 THROUGH APRIL 30). 16. THE CONTRACTOR SHALL IMPLEMENT LINEAR RUN-ON CONTROLS TO PREVENT WATER FROM (�� $�
<br /> SD STORM DRAIN 18. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER AND IN CONFORMANCE WITH C AT C H B A S I I V P R 0 T E C T I � �l � 0 T E S - _
<br /> APPLICABLE CODES, REGULATIONS AND PERMIT REQUIREMENTS. 2. FROM OCTOBER 1 THROUGH MARCH 31, GRADING SHALL BE LIMITED TO AN AREA NO LARGER ENTERING THE CONSTRUCTION AREA.
<br /> S D C O S T O R M D R A I N C L E A N O U T THAN ONE ACRE. �
<br /> SDFM STORM DRAIN FORCE MAIN 19. PRIOR TO PLACING PAVEMENT, THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED 17. PROCESS WATER, WHICH INCLUDES CONCRETE WASHOUT, WHEEL WASH WATER, AND SWEEPER 1. CATCH BASIN INLET PROTECTfON SHAI.L BE INSTALLED ON ALL ADJACENT CATCH BASINS AND .
<br /> SDMH STORM DRAIN MANHO�E UNDERGROUND UTILITIES AND APPURTENANCES ARE IN PLACE, INC�UDING, BUT NOT LIMITED T0: 3. ALL PAVEMENT MUST BE KEPT CLEAN AND FREE OF SEDIMENT. TRUCK WASTEWATER, SHALL BE HAULED OFFSITE TO AN APPROPRIATE DISPOSAL SITE, OR IMMEDIATELY UPON NEW CATCH BASIN INSTALLATION AND SHALL REMAIN UNTIL FINAL SITE •
<br /> SF, SQ FT SQUARE FOOT/FEET SANITARY SEWER, STORM DRAIN, GAS, ELECTRIC, TELEPHONE, COMMUNICATION SYSTEMS, CABLE DISCHARGED AFTER TREATMENT TO THE SANITARY SEWER WITH LOCAL AGENCY AND BOEING STABILIZATION.
<br /> SNT SHEEI� TELEVISION, SITE LIGHTING AND IRRIGATION SLEEVES. 4. PLASTIC COVERING MAY BE USED ON STOCKPILE AREAS TO MAINTAIN OPTIMUM MOISTURE CONTENT ENVIRONMENTAL AFFAIRS APPROVAL. PROCESS WATER SHALL NOT BE DISCHARGED TO THE STORM
<br /> SPEC SPECIFICATIONS AND PREVENT SEDIMENT TRANSPORT. DRAIN. 2. CATCH BASIN W�ET PROTECTION SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
<br /> SS SANITARY SEWER/STAINLESS STEEL 20. ALL DISTURBED PROPERTY AND VEGETATION SHALL BE RESTORED TO ORIGINAL CONDITION OR RECOMMENDATIONS, AND MAINTAINED TO OPERATE PROPERLY.
<br /> SSCO SANITARY SEWER CLEANOUT BETfER AS SPECIFIED.
<br /> SSS SANITARY SIDE SEWER 18. THE CONTRACTOR SHALL REFER TO "WASHINGTON DEPARTMENT OF ECOLOGY 2012 STORMWATER 3. CATCH BASIN INLET PROTECTION SHALL BE REMOVED FOLLOWING COMPLETION OF CONSTRUCTION
<br /> STA STATION 21. THE CONTRACTOR SHALL MAINTAIN ALL SIGNS, BARRICADES, WARNING LIGHTS, AND OTHER DEVICES MANAGEMENT MANUAL FOR WESTER�I WASHINGTON, AS AMENDED IN DECEMBER 2014" FOR ANY AND STABILIZATION QF ALL CLEARED AREAS. CATCH BASINS SHALL BE VACTOR GLEANED AND
<br /> STS STORM SEWER NE�ESSARY FOR SAFEn. S I T E E X CA�AT I 0 �l G E�l E RA� �l OT E S EROSION AND SEDIMENTATION CONTROLS. AS APPROVED BY ENVIRONMENTAL AFFAIRS, THE INSPECTED UPON COMPLETION OF CONSTRUCTION. `
<br /> STD STANDARD CONTRACTOR SHALL IMPLEMENT STORMWATER BMPS CONTAINED IN THIS MANUAL, INCLUDING TNE
<br /> STM STEAM PROPER SELECTION, IMPLEMENTATION, AND MAINTENANCE OF ALL APPLICABLE AND APPROPRIATE `
<br /> SYM SYMMETRICAL BMPS FOR ON-SITE EROSION, SEDIMENTATION, AND POLLUTION CONTROL. � I
<br /> TAN TANGENT M O I V (T O R I I V G V V E L L P R V T E C T I O i V I V O T E� 1. ALL EXCAVATED MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN E X I S T I I V G U T( I TY I V O T E ,
<br /> TEMP TEMPORARY APPROVED FACILITY. NATIVE SOIL IS NOT ALLOWED FOR BACKFILL. .
<br /> TOP TOP OF PAVEMENT 2. INSTALL PIPE SUPPORT FOR ALL EXISTING PIPES THAT HAVE BEEN UNDERMINED ALONG AN 8' 19. STATIONARY EQUIPMENT CONTAINING MORE THAN 55 GALLONS OF OIL/FUELS REQUIRES �
<br /> UGP UNDERGROUND POWER 1. MONITORING WELLS IN THE PROJECT AREA SHOULD BE PROTECTED. ANY DAMAGE TO A WELL LENGTH OR MORE OR AS DIRECTED BY THE CONSTRUCTION MANAGER. SECONDARY CONTAINMENT. 1. EXISTING UTILITY AND OTHER SUBSURFACE INFORMATION SHOWN ON THESE DRAWINGS HAS
<br /> VERT VERTICAL MUST BE REPORTED TO THE BOEING CONSTRUCTION MANAGER. NO REPAIR SHOULD BE 3. UNLESS NOTED OTHERWISE FILL MATERIAL SHALL BE: BEEN COMPILED FROM THE BEST INFORMATION AVAILABLE. THIS INFORMATION, HOWEVER, IS
<br /> VOL VOLUME ATfEMPTED WITHOUT CONTACTING BOEING EHS. A. FOUNDATION: FOUNDATION MATERIAL CLASS A PER WSDOT SECTION 9-03.17. MINIMUM 20. STATIONARY EQUIPMENT LOCATED WITHIN 25 FEET OF A CATCH BASIN OR ON UNPAVED AREAS NOT GUARANTEED TO BE ACCURATE OR COMPLETE. CONTRACTOR TO LOCATE (INCLUDING
<br /> VS VERSUS THICKNESS OF 6". REQUIRES SECONDARY CONTAINMENT. ELEVATION) ALL EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATING FOR
<br /> B. BACKFILL: GRAVEL BORROW PER WSDOT SECTION 9-03.14 1 CONSTRUCTION.
<br /> W, WTR WEST/WATER C. CONTROLLED DENSITY FILL (CDF) SHALL BE USED WHERE (SHOWN ON DRAWINGS OR AS
<br /> WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 21. PORTABLE SANITARY FACILITIES SHALL BE LOCATED AT LEAST 25 FEET FROM ANY STORM SEWER
<br /> W/ WITH APPROVED BY CONSTRUCTION MANAGER AND PER WSDOT SECTION 2-09.3(1)E, CDF OR IN�ET OR WATER BODY AND SHALL BE SERVICED REGULARLY, AS NEEDED.
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<br /> M I S� > R E�E R E N C E SY� B O LS 22. THERE SHALL BE NO CONCRETE WASHOUT AREA ON BOEING SITE UNLESS AUTHORIZED BY BOEING
<br /> D ETA I L A I V D S E C T I O I V ENVIRONMENTAL AFFAIRS. IF AUTHORIZED, THE WASHOUT SHALL BE THE ECO-PAN CONTAINMENT 1. CONTRACTOR SHALL PROCURE UTILITY LOCATING SERVICE TO LOCATE BOEING-OWNED UTILITIES �
<br /> � BOAT NOTE DESCRIBING SPECIFIC FEATURE THAT WILL REMAIN ON SYSTEM OR ANOTHER SYSTEM APPROVED BY ENVIRONMENTAL AFFAIRS, AND SERVICED ADEQUATELY PRIOR TO EXCAVATING.
<br /> THE DRAWINGS AFTER CONSTRUCTION FOR FUTURE REFERENCE PER CASE BY CASE INSTRUCTIONS. -
<br /> DETAI� NUMBER
<br /> 1 DRAWING NUMBER WHERE SHOWN �' FLAG NOTE FOR SPECIFIC CONSTRUCTION DIRECTION 23. NEWLY INSTALLED STORMWATER LINES AND STRUCTURES SHALL BE FLUSHED AND CLEANED
<br /> BEFORE PLACING IN SERVICE OR CONNECTING TO THE EXISTING STORMWATER SYSTEM.
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<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE � L. ACCEPTABILITY M. BOSILKOV 03.01.18 ``
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