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ABBRE�IATIONS GE�IERAL NOTES PAINT STRIPI �1 � NOTES
<br /> T E S C I� 0 T E S 24. A PLAN FOR FINAL SITE STABILIZATION SHALL BE PROVIDED BY CONTRACTOR AT THE OUTSEf OF �:
<br /> THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. _ T H E P R O J E C T F O R A P P R O V A L B Y E N V I R O N M E N TA L AF F A I R S. U PON PLAN IMPLEMENTATION, °
<br /> THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR THE FOLLOWING APPLY UNLESS OTHERWISE INDICATED. 1. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPQNSIBLE 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 j
<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 CITY OF
<br /> ABBREVIATION IN QUESTION. SNOHOMISH COUNTY STANDARDS, AND CITY OF EVERETT 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 L4CATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, �
<br /> & AND MUNICIPAL CONSTRUCTION AS JOINTLY PROMULGATED BY THE WASHINGTON STATE DEPARTMENT OF RECONSTRUCTED. RETENTION FACILITIES, UTILITIES,..) THE CONTRACTOR SHALL FOLLOW THE 2010 CITY OF EVERETT S STORMWATER MANUAL, VOLUME il:
<br /> � AT TRANSPORTATION (WSDOT) AND THE WASHINGTQN STATE CHAPTER OF THE AMERICAN PUBLIC 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 1. ALL EXPOSED AND UNWORKED SOILS SHALL BE STABILIZED BY APPLICATION OF EFFEGTIVE 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 SQIL FROM THE EROSIVE FORCES OF RAINDROP IMPACT, F�OWING WATER, AND
<br /> ADJ ADJUST (-ED,-MENT,-ABLE) BUSINESS DAYS PRIOR TO EXCAVATION. 4. COQRDINATE STRIPING WITH THE BOEING COMPANY TO MATCH EXISTING STANDARD STRIPING. WIND.
<br /> AIR COMPRESSED AIR
<br /> ANSI AMERICAN NATIONAL STANDARQ INSTITUTE 3. INFORMATION ON EXISTING CQNDITIONS AND BOUNDARIES RIGHT 4F WAY SHOWN ON THESE PLANS 5. ALL LINEAR PATTERN PAVEMENT MARKINGS SHALL BE PAINT. ALL 07HER 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. 2. 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 SOIL OR NATURAL VEGETATIVE COVER HAS BEEN DISTURBED HAVE BEEN
<br /> ASPH ASPHALT MAQE AS TO THE ACCURACY OR COMPLEfENESS 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 MEEf PERMANENT EROSION CONTROL. PERMANENT
<br /> ASTM AMERICAN SOCIEfY FOR TESTING 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 CONTRQL 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 APPUCATIONS SHALL DISTURBANCE AND/OR MATERIAL/EQUIPMENT STAGING SHALL BE PERMITTED BEYOND THE FLAGGED
<br /> BM BENCH MARK CONNECTION, AND UTILITY CROSSINGS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONSTRUCTION LIMITS. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE MANNER THAT WILL FULLY PREVENT SOIL EROSION. WHERE THE TERM "FULLY ESTABLISHED" IS
<br /> BMP BEST MANAGEMENT PRACTICE BE IN ACCORDANCE WITH WSDOT SPECIFICATION SECTION 8-22.3(3). USED TO DESCRIBE VEGETATIVE COVER OR PLANTINGS, IT SHALL BE UNDERSTOOD TO MEAN THAT
<br /> 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 CONTRACTOR'S FAILURE TO VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION 7. PAINT SHALL NOT BE TOP-COATED WITH GLASS BEADS. HYDROSEEDING, EVEN IN CONJUNCTION WITH A BONDED FIBER MATRIX (BFM) OR ROLLED EROSION
<br /> CB CATCH BASIN SHALL BE BORNE BY THE CONTRACTOR. 6. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATIQN FACILITIES TO PRODUCT WILL NOT BE ACCEPTED AS FULLY ESTABLISHED PERMANENT EROSION CONTROL BEFORE
<br /> CHR CHILLED RETURN 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 /> CHS CHILLED SERVICE 4. THE CONTRACTOR SHALL HAVE A COMPLEfE SE� OF APPROVED CONSTRUCTION DOCUMENTS TRAFFIC ARROWS SHALL COMPLY WITH WSDOT STANDARD PIAN M-24.40-01. TRAFFIC LETTERS SYSTEM. THE STRONG ROOT STRUCTURES OF WELL ESTABLISHED VEGEfATION ARE AN ESSENTIAL
<br /> CL CENTERLINE (INCLUDING ADDENDA) ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. SHALL COMPLY WITH WSDOT STANDARD PLAN M-80.30-00. MECHANISM IN CQNTROLLING SOIL EROSION. THE CITY WILL INSPECT AND MUST APPROVE ALL
<br /> CM CONSTRUCTION MANAGER/MANAGEMENT ARFAS AS FULLY STABILIZED BEFORE THE RELEASE OF FINANCIAL GUARANTEES. �
<br /> CMP CORRUGATED METAL PIPE 7. THE TESC FACILITIES REFERRED ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR * '•
<br /> COL COLUMN 5. THE GONTRACTOR 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 ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED SEASONAL
<br /> CONC CONCREfE ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS, INCLUDING SUCH INCIDENTALS AS MAY BE AND M-24.60-04. � )
<br /> NECESSARY TO MEET REQUIREMENTS AND STANDARDS OF THE AUTHORITIES HAVING JURISDICTION. CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES (E.G. ADDITIONAL SUMP PUMPS, 3. TEMPORARY EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT MEASURES
<br /> COND CONDENSATE RELOCATION OF DITCHES, ETC), MAY BE REQUIRED TO ENSURE COMPLEfE SILTATION CONTROL OF ARE ESTABLISHED. '
<br /> CONN CONNECTION 6. THE DRAWIN�S INDICATE LQCATIONS, DIMENSIONS, REFERENCES, AND TYPICAL DEfAILS OF D E� Q L I T( O N I V �T E� 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 ADDRESS ANY CHANGED OR NEW CONDITIONS THAT MAY BE CREATED BY THE CONTRACTOR'S 4. THE CONTRACTOR SHALL INSPECT ALL SEEDED AREAS FOR FAILURES AND RE-SEED, FERTILIZER,
<br /> CW CHILLED WATER SHALL BE CONSTRUCTED 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 DELEfERIOUS MATERIAL FOUND ON-SITE INCLUDING VEGETATION, SCRAP WOOD, TRASH, PROPERTIES. THE CONTRACTOR SHALL UPDATE THE SWPPP ACCORDINGLY. APPLICATION RATES. ANY REVEGEfATION EFFORTS THAT DO NOT PROVIDE ADEQUATE COVER MUST
<br /> DIA DIAMETER 7. THE CONTRACTQR 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 8. IF NECESSARY FOR SEDIMENT CONTROL, THE CONTRACTOR SHALL DESIGN AND CONSTRUCT
<br /> DIP DUCTILE IRON PIPE CONTRACTOR SHALL COORDINATE WITH THE AUTHORITIES HAVING JURISDICTION TO CONFIRM 2. AT ALL TIMES THE GONTRACTOR SHALL MAINTAIN SIGNS, BARRICADES. FENCING, OR OTHER MEASURES
<br /> DOE DEPARTMENT OF ECOLOGY INSPECTION, TESTING, AND CERTIFICATION REQUIREMENTS. TO ENSURE CONTINUOUS PRQTECTION OF THE PUBLIC AND TO PREVENT UNAUTHORIZED ENTRY TO SEDIMENT TRAPS AS REQUIRED BY AND IN ACCORDANCE WITH DRAWING #215 OF THE CITY OF 5. THE CONTRACTOR SHALL SUPPLY ALL SEEDED/SOD AREAS WITH ADEQUATE MOISTURE, BUT NOT
<br /> DRN DRAIN EVERETT "DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR DEVELOPMENT" 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.Q FEET HIGH. COORDINATE SAFETY MANUAL: HTfPS:f fWWW.EVERETTWA.GOV/DOCUMENTCENTERfVIEWf243 STABILIZED UPON COMPLEfION OF THE PROJECT.
<br /> 8. CONSTRUCTION SHALL COMPLY WiTH THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY AND SECURITY MEASURES WITH ADJACENT WORK.
<br /> E EAST GUIDELINES (ADAAG).
<br /> E�HS NV RONMENTAL AND HEALTH SERVICES 3. DAMAGE TO ANY PROPERTY, INCLUDING BUT NOT LIMITED T0, BUILDINGS, UTILITIES, VEHICLES, 9. THE TESG FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS T E S C B M P ' S
<br /> EL, ELEV ELEVATION 9. EXISTING PROPERTY CORNERS AND SURVEY MONUMENTS SHALL BE PROTECTED DURING FENCING, OR LANDSCAPING AS A RESULT OF CONTRACTORS ACT�VITIES SHALL BE REPAIRED OR NECESSARY TO ENSURE THEIR CONTINUED EFFECTIVENESS. '
<br /> EV ELECTRICAL VAULT CONSTRUCTION. ANY DAMAGED OR OBLITERATED CORNERS OR MONUMENTS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
<br /> RE-ESTABLISHED 8Y A PROFESSIONAL SURVEYOR AT THE CONTRACTOR'S EXPENSE. 1. THE CONTRACTOR SHALL REFER TO "CITY OF EVERETT STORMWATER MANAGEMENT MANUAL, 2010"
<br /> EX EXISTING 10, ANY AREA STRIPPED OF VEGETATION, INCLUDING EXCAVATION EMBANKMENTS, WHERE NO FURTHER FOR ANY EROSION AND SEDIMENTATION CONTROLS. THE FOLLOWING LIST CONTAINS SOME COMMON
<br /> FH FIRE HYDRANT 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL IN ACCORDANCE WITH THE 4 MONUMENTSA AND OT ER SURVEY MARKERS D R NGE ON�TR C�ON.FALLLSUCIHTIMQNUMEN S OR WflRK IS ANTICIPATED FOR A PERIOD OF TIME OF TWO (2) DAYS DURING WET SEASON (FROM BEST MANAGEMENT PRACTICES BMPS), BUT ARE NOT LIMITED TO THE ONES LISTED BELOW:
<br /> FIRE FIRE SUPPRESSION MAIN OCTOBER 1 THROUGH APRIL 30) ANQ 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 BMP C105: STABILIZED CONSTRUCTION ENTRANCE
<br /> FG FINISH GRADE REQUIREMENTS WITH BOEING, SNOHOMISH COUNTY, AND CITY QF EVEREiT. TO ORIGINAL LOCATION AND ELEVATION. APPLICABLE FOR THE SEASON (E.G. SEEDING, MULCHING, NETTING, EROSION BLANKETS, PLASTIC.,. BMP C106: WHEEL WASH
<br /> G GAS 11. SAFEfY 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 ��)• BMP C123: PLASTIC COVERING
<br /> GV GATE VALVE
<br /> HORIZ HORIZONTAL COMPLIED WITH AS SEf FORTH BY OSHA. ON-SITE PAVED SURFACES WHERE DAMAGE HAS BEEN SUSTAINED BECAUSE OF CONSTRUCTION BMP C140: DUST CONTROL ��*.
<br /> ID INSIDE DIAMEfERf DIMENSION TRAFFIC. 11. THE TESC FACILITIES AT ACTIVE AREAS OF THE SITE SHALL BE INSPECTED AND MAINTAINED A BMP C150: MATERIALS QN HAND ,
<br /> 12. REFER TO ARCHITECTURAL AND STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION REGARDING BMP C151: CONCRETE HANDLING
<br /> IE INVERT ELEVATION MINIMUM OF ONCE A WEEK OR WITHIN 24 HOURS OF A STORM EVENT. BMP C152: SAWCUTTING AND SURFAGE POLLUTION PREVENTION
<br /> INV INVERT CONSTRUCTION OF STRUCTURES, ENCLOSURES, STAIRS, SIDEWALKS/PATHS, LANDINGSfPATIOS, 6. ALL CONGRETE, PAVEMENT, CURBS, SIDEWALKS AND RAMPS INDICATED TO BE REMOVED OR REPLACED
<br /> FENCING, RAILING, AND GATES. SHALL BE REMOVED TO THE NEAREST EXPANSION JOINT AS IDENTIFIED DURING CONSTRUCTION. BMP C153: MATERIAL DELIVERY, STORAGE AND CONTAINMENT
<br /> LF LINEAR FEET 12. CONTRACTOR SHALL PROVIDE AND PROPERLY MAINTAIN CATCH BASIN INSERTS IN ALL EXISTING BMP C160: CERTIFIED EROSION AND SEDIMENT CONTROL LEAD .
<br /> MAX MAXIMUM WHERE THIS IS NOT POSSIBLE DUE TO CONF�ICTS OR ADJACENT DAMAGED CONCRETE / ASPHALT, AND NEW GATCH BASINS WITHIN THE CONSTRUCTION LIMITS. AT NO TIME SHALL MORE THAN 6 BMP C200: INTERCEPTOR DIKE AND SWALE
<br /> MH MANHOLE 13. RECORD DRAWINGS IDENTIFYING AND ACCURATELY LOCATING SUBSURFACE UTILITIES AND THE CONTRACTOR SHALL MAKE A FULL PAVEMENT DEPTH SAWCUT AT 7HE PROPOSED JOINT IN SOUND INCHES OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN INSERT. ALL CATCH BMP C207: CHECK DAMS
<br /> IMPROVEMENTS AND NOTING AS-GONSTRUCTED CONDITIONS SHALL BE PROVIDED BY THE BASINS AND CONVEYANCE LINES SHALL BE CLEARED PRIOR TO PLACING RIGID OR FLEXIBLE BMP C220: STORM DRAIN INLET PROTECTION
<br /> MIN MINIMUM; MINUTE PAVEMENT. PROPOSED CONCRETE / ASPHALT SHALL EXTEND TO THE SAWCUT EDGE AND BE
<br /> MON MONUMENT CONTRACTOR AT THE END OF CONSTRUCTION. APPROPRIATELY JOINED / SEALED. THE CONTRACTOR SHALL MAKE SAWCUTS AT EXISTING CONTRACTION PAVEMENT. THE CLEARING OPERATION SHALL NOT FLUSH SEDIMENT-L4DEN WATER INTO BMP C233: SILT FENCE
<br /> N NORTH/NEUTRAL 14. CONTRACTOR TQ LOCATE AND DEfERMINE DEPTH OF EXISTING UTILITIES. NOTIFY BOEING AND THE JOINTS WHERE POSSIBLE. DOWNSTREAM SYSTEM. BMP C235: STRAW WATTLES
<br /> N/A NOT APPLICAB�E ENGINEER OF ANY CONFLICTS BETWEEN EXISTING FEATURES AND THE PLACEMENT OF NEW BMP C240: SEDIMENT TRAP
<br /> NAD NORTH AMERICAN DATUM FACILITIES. 7. TO THE MAXIMUM EXTENT POSSIBLE THE CONTR,4CTOR SHALL SALVAGE AND REUSE ALL CATCH BASIN BMP C241: TEMPORARY SEDIMENT POND
<br /> FRAMES, GRATES, COVERS, MANHOLE LIDS AND ANY OTHER EXISTING METAL WORKS IN PAVEMENTS 13. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION gMP C250: CONSTRUCTION STORMWATER CHEMICAL TREATMENT
<br /> NGVD NATIONAL GEODETIC VERTICAL DATUM *
<br /> NOM NOMINAL DESIGNATED FOR REMOVAL / REPLACEMENT. AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED *gMP C251: CONSTRUCTION STQRMWATER FILTRATION
<br /> N0. NUMBER 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL ON-SITE AND SNALL TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATIQN OF THE PROJECT. ,
<br /> OD OUTSIDE DIAMETER COORDINATE HIS ACTIVITIES WITH THE OWNER AND ENGINEER A MWIMUM OF TWO (2) WEEKS IN �, ALL DEMOLITION DEBRIS SHALL BE DISPOSED OF LEGALLY OFF-SITE. * = REQUIRES DOE APPROVAL
<br /> OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION ADVANCE OF THE BEGINNING OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL 14. WHERE SEEDING IS REQUIRED AS A TEMPORARY STABILIZATION, FAST GERMINATING GRASSES SHALL
<br /> PREFAB PREFABRICATED TRAFFIC CONTROL SIGNS. SAFE VEHICULAR AND PEDESTRIAN ACCESS SHALL BE PROVIDED AT ALL BE APPLIED AT AN APPROPRIATE RATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT '
<br /> PCC PORTLAND CEMENT CONCREfE TIMES DURING CONSTRUCTION. SHUTDOWN OF OWNER OPERATION OR ACCESS WILL NOT BE APPROXIMATELY 80 LBS ACRE . P O
<br /> PVC POLY VINYL CHLORIDE PERMITTED. � � L�U T I 0 N P R E�E N T I 0 N I V �T E S
<br /> PVMT PAVEMENT GRADII� G AND EARTHWORK GE�IERAL �IOTES
<br /> QTY QUANTITY 16. THE CONTRACTOR SHALL MAINTAIN A CLEAN WORK AREA AT ALL TIMES BY SWEEPING. WASHING OF 15. SCRAPING AND SWEEPING OF STREETS, SIDEWALKS, AND FLOWLINES MUST BE CONDUCTED AT THE 1. EQUIPMENT LUBRICATION AND FUELING OPERATIONS SHALL OCCUR AT AN APPROVED OFF-SITE
<br /> RAD RADIUS PAVEMENT WILL NOT BE ALLOWED WITHOUT PRIOR BOEING APPROVAL. 1. EXPOSED SOIL MUST BE COVERED WITHIN 5 DAYS OF EXPOSURE DURING THE DRY SEASON (MAY 1 END QF EACH WORK DAY (OR MORE FREQUENTLY, IF REQUESTED) WITH A VACUUM SWEEPER OR LOCATION.
<br /> REINF REINFORCED OTHER MEANS APPROVED BY BOEING ENVIRONMENTAL AFFAIRS.
<br /> S SOUTH, SLOPE 17. FIELD VERIFY DIMENSIONS FOR WORK PRIOR TO START OF WORK. THROUGH SEPTEMBER 30) AND WITHIN 48 HOURS OF EXPOSURE DURING THE WEf SEASQN
<br /> (OCTOBER 1 THROUGH APRIL 30). 2. PREVENT OILS AND FUELS FROM ENTERING THE STORM DRAINAGE SYSTEM WITH PROPER
<br /> SD STORM DRAIN 18. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER AND IN CONF�RMANCE WITH 16. THE CONTRACTOR SHALL IMPLEMENT LINEAR RUN-ON CONTROLS TO PREVENT WATER FROM CONTAINMENT DEVICES. �
<br /> SDCO STORM DRAIN CLEAN OUT 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 /> SDFM STORM DRAIN FORCE MAW THAN ONE ACRE. 3. ACCESS TO CONSTRUCTION IS VIA ADJACENT EXISTING PAVED STREETS. SWEEP DIRT FROM �
<br /> SDMH STORM DRAIN MANHOLE 19. PRIOR TO PLACING PAVEMENT, THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED 17. PROCESS WATER, WHICH INCLUDES CONCREfE WASHOUT, WHEEL WASH WATER, AND SWEEPER PAVING DAILY OR AS NEEDED. THE INTENT IS TO PREVENT DIRT AND DEBRIS FROM VEHICLES
<br /> SF, SQ Ff SQUARE FOOT/FEEf UNDERGRQUND UTILITIES AND APPURTENANCES ARE IN P(ACE, INGLUDING, BUT NOT LIMITED T0: 3. ALL PAVEMENT MUST BE KEPT CLEAN AND FREE OF SEDIMENT. AND EQUIPMENT FROM BEING DEPOSITED ON BOEING-OWNED STREET AND CITY STREET
<br /> SHT SHEET TRUCK WASTEWATER, SHALL BE HAULED OFFSITE TO AN APPROPRIATE DISPOSAL SITE, OR PAVEMENT. °
<br /> SPEC SPECIFICATIONS SANITARY SEWER, STORM DRAIN, GAS, ELECTRIC, TELEPHONE, COMMUNICATION SYSTEMS, CABLE DISCHARGED AFTER TREATMENT TO THE SANITARY SEWER WITH LOCAL AGENCY AND BOEING
<br /> SS SANITARY SEWER STAINLESS STEEL 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 /> � AND PREVENT SEDIMENT TRANSPORT. DRAIN. 4. SPILL CLEANUP PROCEDURES SHALL BE POSTED ONSITE. IN CASE OF A SPILL THAT MAY ENTER
<br /> SSCO SANITARY SEWER CLEANOUT 20. ALL DISTURBED PROPERTY AND VEGETATION SHALL BE RESTORED TO ORIGINAL CONDITION OR GROUNDWATER, SURFACE WATER, OR STORM QRAIN SYSTEM, CONTACT BOEING EMERGENCY
<br /> SSS SANITARY SIDE SEWER BEfTER AS SPECIFIED. DISPATCH AT (206) 655-2222. SPILLS SHALL BE CLEANED UP IMMEDIATELY AND CONTAMINATED
<br /> STA STATION 18, THE CONTRACTOR SHALL REFER TO "WASHINGTON DEPARTMENT OF ECOLOGY 2012 STORMWATER MATERIAL DISPOSED OF PROPERLY.
<br /> STS STORM SEWER 21. THE CONTRACTOR SHALL MAINTAIN ALL SIGNS, BARRICADES, WARNING LIGHTS AND OTHER DEVICES � � P R OT E CT I 0 �I N OT E S MANAGEMENT MANUAL FOR WESTERN WASHINGTON, AS AMENDED IN DECEMBER 2014" FOR ANY
<br /> STD STANDARD NECESSARY FOR SAFETY. � EROSION AND SEDIMENTATION CONTROLS. AS APPROVED BY ENVIRONMENTAL AFFAIRS, THE 5. THE CONTRACTOR SHALL PREVENT ALL MATERIAL USED OR GENERATED ONSITE FROM ENTERING
<br /> STM STEAM 1. CATCH BASIN INLET PROTECTION SHALL BE INSTALLED ON ALL ADJACENT CATCH BASINS AND CONTRACTOR SHALL IMPLEMENT STORMWATER BMPS CONTAINED IN THIS MANUAL, INCLUDING THE THE STORM DRAINAGE SYSTEM. THE CONTRACTOR IS RESPQNSIBLE FOR PROVIDING ADEQUATE
<br /> SYM SYMMEfRICAL IMMEDIATELY UPON NEW CATCH BASIN INSTALLATION AND SHALL REMAIN UNTIL FINAL SITE PROPER SELECTION, IMPLEMENTATION, AND MAINTENANCE OF ALL APPLICABLE AND APPROPRIATE CONTAINMENT/SEPARATION AT ALL TIMES. ALL STORMWATER POLLUTION PREVENTION MEASURES
<br /> TAN TANGENT STABILIZATION. BMPS FOR ON-SITE EROSION, SEDIMENTATION, AND POLLUTION C4NTROL. SHALL BE COORDINATED WITH ENVIRONMENTAL ENGINEERING TO ENSURE COMPLIANCE WITH
<br /> TEMP TEMPORARY M � I V I TO � I I V G W E L L P R�T E CT I O N I V lJT E S APPLICABLE STORMWATER PERMITS. CONTACT BOEING SAFEfY, HEALTH & ENVIRONMENTAL
<br /> TOP TOP OF PAVEMENT 2. CATCH BASIN INLET PROTECTION SHALL BE INSTALLED IN ACCORDANGE WITH MANUFACTURER'S 19. STATIONARY EQUIPMENT CONTAINING MORE THAN 55 GALLONS OF OIL/FUELS REQUIRES AFFAIRS [SHF�4 - (206) 544-2393.] A MINIMUM OF TWO (2) WEEKS PRIOR TO THE START OF
<br /> UGP UNDERGROUND POWER RECOMMENDATIONS, AND MAINTAINED TO OPERATE PROPERLY. SECONDARY CONTAINMENT. CONSTRUGTION. �
<br /> VERT VERTICAL 1. MONITORING WELLS IN THE PROJECT AREA SHOULD BE PROTECTED. ANY DAMAGE TO A WELL
<br /> VOL VOLUME MUST BE REPORTED TO THE BOEING CONSTRUCTION MANAGER. NO REPAIR SHOULD BE 3. CATCH BASIN INLET PROTEGTION SHALL BE REMOVED FOLLOWING COMPLETION OF CONSTRUCTION 6. THE CONTRACTOR SHALL FOLLOW ALL ENVIRONMENTAL AND OTHER REQUIREMENTS AS DEFINED
<br /> VS VERSUS ATtEMPTED WITHOUT CONTACTING BOEING EHS. 20. STATIONARY EQUIPMENT LOCATED WITHIN 25 FEET OF A CATCH BASIN OR ON UNPAVED AREAS IN THE BOEING SERVICE PROVIDER MANUAL AVAILABLE UPON REQUEST).
<br /> AND STABILIZATION OF ALL CLEARED AREAS. CATCH BASINS SHALL BE VACTOR CLEANED AND
<br /> W, WTR WEST/WATER INSPECTED UPON COMPLETION OF CONSTRUCTION. REQUIRES SECONDARY CONTAINMENT. �
<br /> WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION U T I L I TY L 0 CAT E �J 0 T E S �. THE CONTRACTOR SHALL HAVE AN APPROPRIATE SPILL KIT.
<br /> W/ WITH 21. PORTABLE SANITARY FACIUTIES SHALL BE LOCATED AT LEAST 25 FEET FROM ANY STORM SEWER
<br /> W/0 WITHOUT 1. CONTRACTOR SHALL PROCURE UTILITY LOCATING SERVICE TO LOCATE BQEING-OWNED UTILITIES PRIOR INLET OR WATER BODY AND SHALL BE SERVICED REGULARLY, AS NEEDED. _
<br /> D ETA I L A N D S E C T I 0 N TO EXCAVATING.
<br /> 22. THERE SHALL BE NO CONCREfE WASHOUT AREA ON BOEING SITE UNLESS AUTHORIZED BY BOEING
<br /> E X I ST( � G U T I L I TY N OT E ENVIRONMENTAL AFFAIRS. IF AUTHORIZED, THE WASHOUT SHALL BE THE ECO-PAN CONTAINMENT ���'Y �F EVE��TT '
<br /> SYSTEM OR ANOTHER SYSTEM APPROVED BY ENVIRONMENTAL AFFAIRS, AND SERVICED ADEQUATELY
<br /> ,) DETAIL NUMBER �EVIEUV�� F�R ���N1I r .
<br /> PER CASE BY CASE INSTRUCTIONS.
<br /> 1. EXISTING UTILITY AND OTHER SUBSURFACE INFORMATION SHOWN ON THESE DRAWINGS HAS BEEN
<br /> C C500 COMPILED FROM THE BEST INFORMATION AVAILABLE. THIS INFORMATION, HOWEVER, IS NOT 23. NEWLY INSTALLED STORMWATER LINES AND STRUCTURES SHALL BE FLUSHED AND CLEANED
<br /> �- DRAWING NUMBER WHERE SHOWN . GUARANTEED TO BE ACCURATE OR COMP�Ei'E. GONTRACTOR TO LOCATE (INCLUDING ELEVATION) BEFORE PLACING IN SERVICE OR CONNECTING TO THE EXISTING STORMWATER SYSTEM.
<br /> ALL EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATING FOR CONSTRUCTION.
<br /> DRAWING NUMBER WHERE TAKEN
<br /> SECTION LEfTER M I S C . R E FE R E I� � E SYM B 0 LS
<br /> OFFMAN ISSUE F4R PERMIT -
<br /> C3 C500 1 � BOAT NOTE DESCRIBING SPECIFIC FEATURE THAT WILL REMAIN ON N G I N E E R S .
<br /> THE DRAWINGS AFTER CQNSTRUGTION FOR FUTURE REFERENCE 1601 Fifth Avenue, suite goo�seatt�e,WA 98101 031 Q 2417
<br /> `� DRAWING NUMBER WHERE SHOWN ph 2os.szs.o����tax zos.s2a.s��s '� ■ ■ '
<br /> DRAWING NUMBER WHERE TAKEN � ,��-- FLAG NOTE FOR SPECIFIC CONSTRUCTION DIRECTION cottman.com
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<br /> LASTING crealivily�resutls�rela�ionships
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> gEIMB j ACCEPTABILITY M.BOSILKOV 03.10.17
<br /> - EDC STATIC TEST FACILITY - PHASE 2 W4440664 CEI CH 03.10.17 ,�,� oF WAs���l',�, THIS DESIGN AND/OR < GENERAL CIVIL NOTES W4440664 - 03.10.17
<br /> �'�.`��' ��'a� SPECIFICATION IS APPROVED C. HEIMBIGNER 43.10.17 SHEET
<br /> BOE���� � � TITLE EDC STATIC TEST FACILITY - PHASE 2
<br /> �,, APPROVED BY DEPT. DATE D. FU RR O3.�O.�� ��
<br /> � CHECKED
<br /> � SITE 45-YD
<br /> �"�� 3810 ,w'� APPROVED JOB N0. COMP N0.
<br /> .�'.�s,�crsTE4���ti� W4440664 -
<br /> ' SI�NAL �� APPROVED CIVIL MASTER EVERETT, Wq °wc No. 45-YD-C2 ��,
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