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<br /> ABBREVIATIONS GENERA� �10TES PAINT STRIP(N� (�10TES TES1� NOTES 24. A PLAN fOR FINAL SI7E STABILIZATION SHAL� BE PROVIDED BY CONTRACTOR AT THE OUl'SEf Of
<br /> THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE PROJECT FOR APPROVAL BY ENYIRONMENTAL AFFAIRS. UPON PLAN IMPLEMENTATION,
<br /> THE UST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR THE FOLLOWING APPLY UNLESS OTHERWtSE lNDICATED, i. DURING CONSTRUCTION, TNE CONTRACTOR SHALL BE RESPONSIBLE fOR ALL TEMPORARY 1. TEMPORARY EROSION AND SEOIMENT CONTRQL (TESC) MEASURES SHALL BE INSTALLEd PRIdR TO ENVIRONMENTAL AFfNRS SHALL APPROVE FINAL STABWZATION METNODOLOGIES. PROJECT SHALI
<br /> REPRESENTATtVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE STRIPINGJSIGNAGE NEGESSAE?Y TO MAINTAIN SAFE VEHICLE AND PEDESTRIAN TRAFFIC. ANY SOIL-DISTURBING ACTIVITY. NOT BE DEEMED TERMINATED UNTIL ENVIRONMENTAL AFFAIRS DETERMINES THAT TNE PROJECT SITE
<br /> PROJECT. THE TECHNICA� REPRESENTATIVE WILL DEfiNE TNE INTENT OF ANY �, p� wORK AND MA7ERiAL SHALL CONFORM TO BOEING STANDARDS ANQ SPEGIFICATIONS, MEE7S ALL THE REQUIREMENTS OF fINAL SITE STABILIZATIdN AS DEFlNED BY THE CIiY OF
<br /> ABBREVIATION IN QUESTION. SNONOMISH COUNTY STANDARDS, AND CtTY OF EVERETT STAN4ARDS. IF STANDARDS ARE NOT 2. THE GONTRACTOR SHALL BE RESPONSIBLE FOR REPAWTING ALL LINES AND SYMBOLS OBSCURED BY EVEREff.
<br /> PROVIDED BY TNE AUTHORITIES HAVING JURlS61CTI0N, WORK AND MATEftfALS SHAIL COMPLY W(TH HiS WORK TO THE SATISFACTION Of THE OWNER. PRIOR TO CONSTRUCTION, THE CONTRACT4R 2• Af'PROVAL OF THIS TESG PIAN DOES NOT GONSTITUTE AN APPROVAL OF PERMANENT ROAD OR
<br /> THE MOST CURRENT EDiTION OF THE STANDARD SPECiFlCATIONS FOR RQAD, BRiDGE, AND SHALL FlELD VERIFY THE EXISTING STRlPINGJSUftFACE OF EACN PAVEMENT SEGMENT TO BE fl�+INAGE DESIGN (E,G. SIZE IvND LOCA710N OF ROADS, PIPES, RESTRIGTORS, CHANNELS,
<br /> & ANQ MUNICIPAL CONSTRUC710N AS JOINTLY PR4lAULGATED BY THE NiASHINGTflN STATE DEPARTMENT OF RECONSTRUCTED. REfENT10N FACIUTIES, t1Ill(TIES...) TNE CDNT#2AC70R SHALL EOLLOW THE 201Q CITY OF EVERETT'S ST6RMWA7Eft MANUAL, VOLUME 11:
<br /> � AT TRANSPORTATION (WSDOT) AND THE WASHlNGTdN STATE CNAPTER 4f TNE AMERICAN PU@L1C 2.4.5. ELEMENT 5: STABfLiZE SO�LS
<br /> t APPROXiMATELY , WORKS ASSOCIATION. 3. THE GONTRACTOR SHALL LAYOUT All PROPOSED PAJNT STRIPING FOR OWNER'S REVIEW/APPR04AL 3. THE IMPIEMENTATION QF THIS TESC PLAN AND THE CONSTRUCTtON, MAINTENANCE, REPLACE1dENT,
<br /> ABAN ABANDON PRIOR TQ FINAL STRIPING. AND UPGRADIN6 OF THESE TESC PLAN FACILITIES lS THE RESPONSIBILliY OF THE CONTRACTOR 1. ALL fXPOSED RND UNWORKED SOILS SHALL BE STABILIZED BY APPLICATION OF EFFECTIVE BMPS
<br /> AC ASPHALT COPlCRETE 2. THE CONTRACTOR SHALL CALL THE UNDERGROUND SERVICE ALERt 4NE-CAtI NUMBER 811 TWO UNAL ALL CONSTRUCTtON IS APPROVED. THAT PROTECT THE SOIL FROM THE EROSIVE FORCES OF RAINDROP I�IPACT, FLOWING WATER, AND
<br /> • ADJ ADJUST (-ED,-MENT,-ABLE) BUSINESS DAYS PRIOR TO EXCAVATlON. 4. CdORaINATE STRIPING WITH THE BOEING C4MPANY TO �iATCH EX4STlNG STANDARD STRIPING. WINQ.
<br /> AIR COMPRESSED AiR 4. IF INSTALL4TlON OF SltT FENCE IS NdT FOSSIBLE 4N PAVED AREAS, C(7NTRACT4R SHAIL
<br /> ANSI AMERICAN NAAONAL STANDARd INSTtTUTE 3. INFORMAiION ON EXISTiNG CQNDITIONS ANQ BOUNDARIfSjRIGNT OF WAY SNQWN ON THESE PLANS 5. ALL L1NfAR PATiERN PAVEMEN7 MARKINGS SNALL BE PNNT. ALL OTHER PAVEMENT MARKiN6S 1MPLEMEM ALTERNATE EROSION AND SEDIMEi�tT CONTROL MEASURES. Z FULL STABIUZATION MEANS AlL SOIL 61STURBING AC7IVITIES AT THE SITE HAVE BEEN COMPLETED
<br /> APPROX APPROxlMAFE (-ED, -NE} WAS aBTAiNED FROM A SURVEY NQT PERfORMED BY COFFMAN ENGINEERS. NO GUARANTEE IS (ARROWS, LE7TERS, STOP BARS, CROSSWALKS) SHALL BE THERMQPtASTIC. A!l PAYEMENT MAftKiNGS ANO AREAS WHERE THE SOIL OR NATURAL VEGEFATNE COVER HAS BEEN D15TURBED HAVE BEEN
<br /> ASPH ASPHALT MADE AS TQ THE ACCURACY QR G4MPLETENESS OF TNE 1NFORMATION SNOWN. THE CONTRACT4R SHALI COMFLY WITH WSDOT SPECIFIGATION 9-34 AND SHALL BE AFP�IED IN ACCdRDANCE W(TH PROPERLY COVERED AND ACCEPTED TO MEET PERMANENT EROSION CONTROL. PERMANENT
<br /> AST�t AMERICAN SOCIE(Y FOR TESTING AN[3 MATERL4LS SHALL fIELD VERIfY EXiSTING CONQITIONS AN6 REQUfRED ECEVATIONS AT THE SUBJECT SiTE. WSDOT SPECiF{GAT(ON 8-22. 5. THE BOUNdARifS OF THE CQNSTRUCTlON LtMITS SHOWN ON THIS PLAN S{1Al.L 8E CLEARLY EROSION CONTROL CAN INCLUDE CONCRETE OR ASPHALT PAVWG� QUARRY SPAILS USED AS DITCH
<br /> 81GD BE�QW INIET GRATE DEVICE VERIFY TNE LOCATION AND SiZE OF EXISTING UTllJTtES BEFORE PROCEEdING WITH CONSTRUGTION FLAGGED IN THE FlELD PRiOR TQ CONSTRUC'fION. DURING THE CQNSTRUCTION PERIOD, NO LINING• APPLICATION OF THICK LAYERS OF GRAVEI OR MULCH• OR VEGETATIVE COVER IN A
<br /> BIDG BUILDING ACTIVITIES, INCLUDING UNDERGROUNO AND QVERNFAD UTILITIfS, UTILITY STRUCTURES, POINTS OF 6. PAINT StiAlL BE APPLIED IN TWO APPLIGATIONS. TFfE TIb1E PERtOQ BE�WEEN APPLICATIONS SHALL DISTURBANCE AND/OR MATERIAL/EQUlPMENT STAGING SHALL BE PERMITTED BEYON� THE FLAGGED MANNER THAT Wlll. FUII.Y PREVENT SOIL EROSION. WHERE THE TERM "FULLY ESTABLISHED" IS
<br /> 8M BENCH MARK CONNECTION, AND UTIUTY CRdSSINGS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONSTRUCTION LIMITS. THE FLAGGWG SHALL 8E �1AINTAINED BY THE CONTRACTQR FOR THE
<br /> BMP BEST MANAGEMENT PRACTICE BE IN ACCORDANCE WITH WSDOT SPECIfIGAT10N SECTION 8-22.3(3). USED TO DESCRIBE VEGETATNE COVER OR PtANTiNGS, IT SHALI BE UNDERSTOOD TO MEAN iHAT
<br /> EXCfPTIONS ENCOUNTERED PRtOR TO PROCEEDING. AM' COSTS INCURRED AS A RESULT dF THE DURATION OF CQNSTftUG710N. HEALTHY VEGEfATION COVERS 90 PERCENT dF EXP05ED BARE SOIL. THE APPUCATION OF
<br /> BOT BOTfOM CONTRACTOR'S FAILURE TO VER}fY EXtSTING CONDITIONS PRIOR T4 BEGINNING GONSTRUCTION 7. PAiNT SHALL NOT BE TdP-COATED WITH 6LASS BEAQS. NYDROSEEdiNG, EYEN IN CONJUNCTION WtiH A BONDED FIBER MATRIX {BfM) OR ROLLED EROSION
<br /> CB CATCH BASIN SHALL 6E BORNE BY 7HE CONTR4CT4R. 6. THE C4NTRACTOR SHALL PROYIDE AND MAINTAIN TEMPORARY SEDIMENTATION FACILITIES TO PRODUCT WILL NOT BE ACCEPTE� AS FULLY ESTABtJSHED PERMANEM EROSION CONTROL BEfQRE
<br /> CHR CHILLED RETURN 8. LON6(TUDINAL MARKING PATTERNS SHALL C4MPLY W1TH WSDOT SiANDARD PLAN M-20.10-d2. ENSURE THAT SEDIMENT-tADEN WRTEft DOES NOT ENTER THE NATURAl OR PUBLIC ORAINAGE THE NECESSARY DEVEIOPMENT AND GROUND COVER REQUIREMENTS OF THE PIANTINGS ARE MET.
<br /> CNS CHILLED SERV(CE 4. THE CONTRACTOR SHALL HAYE A CO}APLETE SEf OF APPROVED CONSTRUC710N DdCUMENTS TRAFFlC ARROWS SHALL COMPLY WITH K+SD4T STAN4ARD PLAN M-24.40-Oi. TRAFFlC LETTERS SYSTEM. THE STRONG ROOT STRUCTURES OF WELL ESTABLISHED VEGETATION ARE AN ESSENTIAL
<br /> Cl CENTERLINE (INCIUDING A�UENOA) ON THE J08 SITE WHENEVER CONSTRUCTION IS IN PROGRESS. SHALL CdMPLY WITH WSdOT STANDARQ PLAN M-Sd.30-00. MECHANISM W CONTROLLING SOIL EROSfON. THE CITY WILL INSPECT AND MUST APPROVE All
<br /> CM CONSTRUCTlON MANA6ER f MAPlAGEMENT AREAS AS FULLY STA0ILIZED BEFORE THE RELEASE OF FlNANCIAL GUARANTEES.
<br /> CMP CORRUGATED METAL PIPE 5. THf CONTRACTOR SHALL PERFOStM ALL WdRK NECESSARY TQ COMPLEiE THfS PROJECT IN 9. CROSSWALK AND STOP BAR MARKIP.GS SHALL CO�iPLY WITH WSDOT STANDARD PL4N M-15.10-Ot 7. TNE TESC FACIL(TIES RfFERRED ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOft
<br /> COL COLUMN ACCORDANCE WITH THE CONS7RUCTfON D4CUMENTS, INCLUDING SUCH INCIDENTA�S AS MAY BE AND M-24.60-04. ANTICIPATED SITE CONDffIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED (SEASONAL)
<br /> CONC CONCREfE NECESSARY TO MEET REQU�REMENTS AND STANDARDS OF THE AUTHORffIES HAVING JURISDICTION. CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES (E.G. ADDITIONAL SUMP PUMPS, 3. TEMPORARY EROSION CONTROL MEASURES SHALL REMAIN IN PIACE UNTIL PERMANENT MEASURES
<br /> COND CONDENSATE RELOCATION OF DITCHES, ETC), MAY BE REQUIRED TO ENSURE COMPLETE SILTATION CONTROL OF ARE ESTABLISHED.
<br /> • CONN CONNECTION 6. THE DR4WINGS INDICATE LOGATIONS, DIMENSIONS, REFfRENCES, AND T(P1CAl DETAILS Of D E M 0�I T I 0�J N OT E S THE PROJECT. THEREFORE, DURING THE COURSE OF CONSTRUCTION; THE CONTRACTOR SHALL
<br /> CY CUBIC YARD CONSTRUCTION. 7HE DRAWINGS DO NOT INDICATE EVERY CONDITION. WORK NQT FULLY DETAILED ADDRESS ANY CHANGED OR NEW CONDITIONS THAT MAY 8E CREATED BY THE CONTRACT�R'S 4. THE CONTRACTOR SHALL INSPEC7 ALL SEEDED AREAS FOR fAILURES AND RE-SEED, FERTILRER,
<br /> C'N CHILLED WATER SHAII BE CONSTRUCTED SIMILAR TO PARTS THAi 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 DEMOUSH OR DEMOlfTiON 1. REMOVE ALL DELEfER14US MATERIAL FOUND ON-SITE �NCLUDING VEGETATION, SCRAP WOOD, TRASH, PROPERTIES. THE CONTR4CTOR SHALL UPDATE TNE SWPPP ACCORDINGLY. APPLICATION RATES. ANY REVEGETATION EFFORTS THAT DO NQT ?ROVIQE ADEQUA7E COVER !AUST
<br /> DIA DIAMEfER 7. THE CONTRACTOR SHALL OBTAIN THE APPROPRIATE APPROVALS AND PERMfCS FROM TNE ETC. AND QISPOSE OF AT AN APPROVED OFF-SITE LOCATION. BE REAPPLIED AT A SCNEDULE RECOMMENDED BY THE BOEING COMPANY.
<br /> DI DUCTILE IRON AUTNORITIES HAVING JURISDICTION PRI�R TO PROGEEDING WITH CONSTRUCTION ACTIVITIES. THE
<br /> DIP DUCTILE IRON PIPE CONTRACTOR SHALL COORDINATE WITH THE AUTHORITIES HAYING JURISDICTION TO CONFfRM 8. If NECESSARY FOR SEDIMENT CONTROL, THE CONTRACTOR SHALL DESIGN AND CONSTRUCT
<br /> 2. AT AlL TIMES THE CONTRACTOR SHALL MP,INTNN SIGNS, BARRICADES. FENCING, OR OTHER MEASURES
<br /> DOE DEPARTMENT Of ECOIOGY SEDIMENT TRAPS AS REQUIRED BY AND IN ACCORDANCE WfTH DRAWING #215 OF THE CITY OF 5. THE CONTRACTOR SHALt� SUPPIY ALL SEEDEDjSOD AREAS WITH ADEQUATE MOI5TURE, BUT NOT
<br /> DRN DRAIN INSPECTION, TESTING, AND CEftTIfICATIQN ftEQUIREMENTS. 70 ENSURE CONTINUOUS PROTECTION OF THE PUBLIC AND TO PREVENT UNAUTHORIZED ENTRY TO EVEREff "DESIGN AND CONSTRUCTION STANDARDS AND SPECfFlCATIONS FQR DEVELOPMENT' TO THE EXTENT RUN4FF OCCURS. THE GONTRACTOR SHALL ENSURE TNE SITE IS FULLY
<br /> DW DOMESTIC WATER THE CONSTRUCTION AREA. AT A MINIMUM FENCIN6 SHALL BE 6A FEET HIGH. COORDINATE SAFEfY MANUAL• HTfPS://WWW.EVERETiWAGOV/DOCUMENTCENTER/VIEW/243 STABILIZED UPQN COMPLEfION OF THE PROJECT.
<br /> E �� 8. CONSTRUCTION SHAIL COMIPLY WITH TNE AMERICANS WITH DISABILITIES ACT ACCESSIBILIiY AND SECURffY MEASURES WITH ADJACENT WORK.
<br /> � ��y GUIDELINES (ADAAG}. �
<br /> EHS ENVIRONMEN7AL AND HEALTH SERVICES 3. DAMAGE TO ANY PROPERTY, INCLUDING @UT NOT LIMITED T0, BUILDINGS, UTIUTIES, VEHICLES, 9. THE TESC FACILITIES SHALL BE INSPECTED DNLY BY THE CONTRACTOR AND MAINTAINED AS TESC BMP S
<br /> EL, ELEV EIEVATION 9. EXISTING PROPERTY CORNERS AND SURVEY MONUMENTS SHALL 8E PROTECTED DURING FENCING, OR LANDSCAPING A5 A RESUIT dF CONTftACTORS ACTNfTtES SHALL 8E REPAIRED OR NECESSARY TO ENSURE THEIR CQNIINUED EFFECTNENESS. �
<br /> CONSTRUCTION. ANY DAMAGED OR OBLITERATED C4RNfRS 4R MONUMENTS SHALL 8E REPLACED AT THE CONTRACTOR'S EXPENSE. ���� 4
<br /> EV ELECTftICAL VAUIT RE-ESTABLISHED BY A PROFESSIONAL SURVEYOR AT THE COMRACTOR'S EXPENSE. 1. THE CONTRACTOR SHALL REFER TO "CIiY OF EVEREff STORMWATER MANAGEMENT MANUAL;�8�9=
<br /> EX EXISTING t0. ANY AREA STRIPPEQ OF VEGETATI4N, INC�UDING EXCAVATION EMBANKMENTS, WHERE NO FURTHER FOR ANY EROSION ANO SEDIMENTATION CONTROLS. THE fOLLOWING LIST CONTAINS SOME COMMON
<br /> FH FIRE HYDRANT 4. THE COMRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF AlL EXISTING SURVEY WORK IS ANitCIPATED FOR A PERIOD OF TIME OF TWO (2) DAYS DURING WEf SEASON (FROM
<br /> FIRE FIRE SUPPRESSION MAIN 10. THE CONTRACTOR SHAIL BE RESPONSIBLE FOR TRAFFIG CONTRQL IN ACCORDANCE WITH THE MONUMENTS AND OTNER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR BEST MANAGEMENT PRACTICES (BMPS}, BUT ARE NOT UMITED TO THE ONES LISTED BELOW:
<br /> MANUAL OF UNIFORM TRAFFlC CONTROL DEVICES (MUTCD) STANDARDS. COORDlNATE MARKERS DESTROYE� DURfNG CONSTRUCTI4N SHALL BE REPtACED AT THE CONTRACTOR'S EXPENSE OCT�BER i THROUGM APRtt 34) AN� SEVEN (7) DAYS DURING DRY SEASON (FROM MAY i TO
<br /> FF FlNISH FLOQR RE4UIREMENTS WITH BOEING, SNOHQMtSH CQUNIY, AND CITY dF EVERETT. TO ORIGINAL LOCATiON AND ELEVATION. SEPTEA�BER 30}, SHAII BE IMMEDIATELY STABILIZED WfTH THE APPROVED TESC METHOOS BMP C105: STABIIJZED CONSTRUCTION ENTRANCE
<br /> F6 FINISH GRADE APPLICABLE FOR THE SEASON (E.G. SEEDING, MULCHING, NEfTING, EROSION BLANKE7S, PLASTIC... BMP C106: WHEEL WASH
<br /> , G GAS 11. SAFEfY STANDARDS AND REQUIREMENTS SHALI BE THE RESPONSIBIL�TY OF THE CONTR4GTOR AND 5. THE CONTRACTOR IS FINANCIALLY RESPONSIBLE fOR THE MAINTENANCE OR REPAIR OF OFf-SfTE AND �C). BMP C123: PLASTIC COUERING
<br /> GV GATE VALVE COMPLIED WITH AS 5ET FORTH 8Y OSHA. ON-SITE PAVED SURFACES WHERE DAMAGE HAS BEEN SUSTAINED BECAUSE OF CONSTRUCTION BMP C140: DUST CONTROL
<br /> HORIZ NORIZONTAL BMP C156: MATERIALS ON HAND
<br /> TRAfFIC.
<br /> �D INSIDE OIAMETER/DIMENSION 11. THE TESC FACILlTIES AT ACTNE AREAS OF THE SITE SHALI 8E INSPECTEQ AND MAINTAINED A
<br /> 12. REFER TO ARCHITECTURAI AND STRUCTURAL OOCUMENTS FOR AODITIONAL INFORMATION REGARDING BMP C151: CONCRETE HANDLING
<br /> IE INVERT ELEVATION MINIMUM OF ONCE A WEEK OR WITHIN 24 HOURS OF A STdRM EVENT. BMP C152: SAWCUTfING AND SURFACE P4LLUTION PREVENTION
<br /> INV INVERT CONSTRUCTION OF STRUCTURES, ENCLOSURES, STAIftS, SIDEWAIKS/PATHS, LANDINGS/PATIOS, 6. ALL CONCRETE, PAVEMENT, CURBS, SIDEWALKS AND RAMPS INDICATED TO BE REMOVED OR REPLACED BMP C153: MATERIAL DELIVERY, STORAGE AND CONTAtNMENT
<br /> LF tJNEAR fEET FENCING, RAILING, AND GATES. SHALL BE REMOYED TO THE NEAREST EXPANSfON JOINT AS IDENTIfIED DURING CONSTRUCTION. �2, CONTRACTOR SHAL! 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 �UE TO CONFLICTS OR A6JACENT DAMAGED CONCRETE / ASPHALT, qND NEW CATCH BASlNS WITHIN THE CONSTRUCTION LIMITS. AT NO TIME SHALL MORE THAN 6 BMP G200: INTERCEPTOR DIKE AND SWALE
<br /> MH MANHOLE 13. RECORD DRAWINGS IDENTIFYING ANQ ACCURATEIY LOCAl1NG SUBSURFACE UTIUTIES AND 7HE CONTRACTOR SHALI MAKE A FULL PAVEMENT DEPTH SAWCUT AT THE PROPOSEQ JQINT IN SdUND 1NCHES OF SEDiMEPFi BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN INSERT. AlL CATCH BMP C207: CHECK DAMS
<br /> IMPROVEMENTS AND NOTING AS-CONSTRUCTED C4ND(TIONS SHALL BE PftOVIDED BY THE BASINS AND CONVEYANCE LJNES SHALL BE CLEARED PRIOR TO PLACING RIGID OR FLEXIBLE BMP G220: STQRM DR41N INLEf PROTECTION
<br /> MIN M�N�MUM; MINUTE PAVEMENT. PROPOSED CdNCRETE f ASPHALT SHALI. EXTEND TO THE SAWCUT EDGE AND BE
<br /> MON MONUMENT CONTRACTOR AT THE END Of CONSTRUCTION. APPROPRIATELY JOINED J SEALED. THE CONTRACTOR SHALL MAKE SAWCUTS AT EXISTING CONTRACTION PAVEMENT. THE CLEARING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO BMP C233: SlLT FENCE
<br /> N NOftTH/NEUTRAL d01NTS WNERE POSSIBLE. � DOWNSTREAM SYSTEM. BMP C235: STRAW WATTLES
<br /> N A NOT APPLICABLE 14. CONTRACTOR TO L4CATE AND DEfERMINE DEPTH OF EXISTING UTILkTIES. NOTIhY BOEING AND THE �
<br /> � ENGINEER OF ANY CONFLICTS BEfWEEN EXISTING FEATURES AND THE PfACEMENT Of NEW BMP C240: SEDIMENT TRAP
<br /> NAD NORTH AMERICAN DATUM 7. Td THE MAXIMUM EXTENT POSSIBLE THE CONTRACiOR SHALL SALVAGE AND REUSE ALL GATCH BASIN BMP C241: TEMPORARY SEDIMENT POND
<br /> FACILITIES. FRAMES, GRATES, COVERS, MANHO�E LIdS AND ANY OTHEft EXlSTING METAL WORKS IN PAVEMENTS 13. STABILIZED GONSTRUCTlON ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CdNSTRUCTION
<br /> NGVD NATIONAL GEODEfIC VERTICAL DATUM #BMP C250: CONSTRUCTION STORMWATER CHEMICAL TREATMENT
<br /> AND MAINTAINE� F6R THE QUR4TION OF THE PROJECT. ADDITIdNAL FAEASURES MAY BE REQUIRED
<br /> NOM NOMINAL 15. TNE CONTRACTOR SNALL BE RESPONSIBLE FOR ALl TRAF�(C CONTR4L dN-SITE AND SHALL DESIGNATED FQR RfbAOVAI / REPLACEMENT. T4 INSURE THAT ALL PAVE6 AREAS ARE KEPT CLEAN FOR THE DURATION 4F THE PftOJECT. �BMP C251: CONSTRUCTION STORMWATER FILTRATION
<br /> N0. NUMBER CQORDINATE HIS ACTIVITIES WffH TNE OWNER AND ENGINEER A MINIMUM QF TWO 2 WEEKS IN
<br /> OD OUTSIDE DIAMEfER � � 8. ALL DEMQLITI4N DEBftIS SHALL BE DISPOSED OF IEGALLY QFF-SITE. � = REQUIRES DOE APPROVAL
<br /> ADVANCE Of THE BEGINNING OF WORK. THE CONTRACTQR IS RESPONS(BLE FQR PROVI4ING ALL
<br /> OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION t�. WHERE SEEDING 1S REQUIRED AS A TEMPORARY STABILIZATION, fAST GERMINATING GRASSES SHAIL
<br /> TRAFFIC CONTROL SIGNS. SAF'E VEHIrUCAR AND PEdESTRiAN ACCESS 5l1ALL BE PROVIDED AT ALL
<br /> PREFP,B PREFABRICATED BE APPUED AT AN APPROPRIATE RATE (EG. ANNUAL OR PERENNIAL RYE APPLIED AT
<br /> PCC PORTLAND CEMENT CQNCRETE TIMES DURING CONSTRUCT44N. SHUiDOWN dF 4WNER OPER4AON 4R ACCESS WILL NOT BE APPRQXIMATELY 80 l85 ACRE POL�UTION PREVENTION NOTES
<br /> � PVC POIY VINYL CHLOftIQE PERMITfED. � }�
<br /> PY� PA�EMENT GRADfNG AND EARTHWORK GENERA� NOTES
<br /> QN Q��¶� i6. THE C6NTRACTOR SHALL MAINTAIN A CLEAN WORK AREA AT AU. TIMES BY SWEEPING. WASHING OF }5. SCRAPING AND SWEEPING OF STREETS, SIDEWALKS, AND FLOWLINES MUST BE CONDUCTED AT THE � EQUIPMENT lUBRICATION AND FUELING OPERATIONS SHALL OCCUR AT AN APPROVED OFF-SITE
<br /> RAD RADIUS PAVEMENT WILL NOT BE ALLOWED WITHOU7 PRIOR BOEING APPRdVAI. END OF EACH WORK DAY (OR MORE FREQUENTLY, IF REQUESTED) WITH A VACUUM SWEEPER OR
<br /> 1. EXPQSED SOIL MUST BE COVERED WITHIN 5 DAYS OF EXPOSURE DURING THE DRY SEASON (MAY t LOCATION.
<br /> REfNF REIPaFORCED OTHER MEANS APPROVED BY BOEWG ENVIRONMENTAI AFFAIRS.
<br /> S SOUTH, SLOPE il. FIELQ VERIFY DIMENSIQNS fOR W4RK PRIOR TO START flF WORK. TNROUGH SEPTEMBER 30) AND WITHIN 48 HOURS OF EXPOSURE DURWG THE WET SEASON
<br /> SD STORM DRAIN (OCTOBER 1 THROUGH APRIL 30). 2. PREVENT OILS AND FUEIS FROM ENTERING THE STORM DRAINAGE SYSTEM WITH PROPER
<br /> SDCO STORM ORAIN CIEAN OUT 18• All. WORK SHAIL BE PERfORMED IN A WORKMANl1KE tAkNNEft AtID IN C4NF4RMANCE WfTH 16. THE CQNTRACT4R SHkLE. fMPLEf�ENT LINEAR RUN-ON CONTRdLS TQ PREVENT WATER fR4M CONTAINMENT DEVICES.
<br /> APPLICABLE C4DES, REGULATIONS AND PERMIT REQUIREMENTS. 2. FROM OCTOBER t THROUGH MARCH 31, GRADiNG SHALL BE LIMITED TO AN AREA NO tARGER ENTERING THf CONSTRUCTION AREA.
<br /> SDFM STORM DRAIN fORCE MAIN THAN ONE ACRE. 3. ACCESS TO CONSTRUCTION IS VIA ADJACENT EXISTING PAYED STREfTS. SWEEP DIRT FROM
<br /> SDMH STORM DRAIN MANHOLE ig, pRIOR TO PLACING PAVEMENT, TNE CONTRACTOR SHALL ENSURE THAT A1.L REQUIRED 17. PROCESS WATER, WHICH INCLUDES CONCRETE WASHQUT, WHEEL WASH WATER, ANQ SW£EPER PAVING DNIY OR AS NEEDED. THE IMENT IS TO PREVENT DIRT AND DEBRIS fROM VEHICLES
<br /> SF, SQ FT SQUARE F00T/FEET UNDERGRflUND UTILlTIES ANO APPURTENANCES ARE IN PtACf, INCLUDING, BUT NOT LIMITED T0: 3. ALL PAVEMEN7 MUSi BE KEPT CLEAN AND FREE OF SE4lMENT. TRUCK WASTEWATEft, SHALL BE HAULED OFFSITE TO AN APPROPR4ATE DlSPOSAL SITE, Oft M1D EQUIPFAENT fROM BEING DEPOSITED ON 84EING-OWNED STREEf AND CITY STREEf
<br /> SHT SHEET SANITARY SEWER, STORM DRAIN, GAS, ELECTRIC, TELEPNONE, COMMUNICAT{ON SYSFEMS, CAB�E DISCHARGED AFTER FREATMENT TO THE SANITARY SEWER WITH L�GAL AGENCY AND BOEING PAVEMENT.
<br /> SPEC SPECIFICATIONS TELEVISION, SITE tiGHTiNG AND IRRIGATION SLEEVES. 4. PLASTIG COVERING MAY BE USED ON STOCKPIIE AREAS TO MAINTAiN OPTIMUM MOlSTURE CQNTENT ENVIRONMENTAL AFF�IRS APPROVAL. PROCESS WAiER SNALL NOT BE DISCHARGED TO THE STQRM
<br /> SS SANITARY SEWER/STAINtESS STEEL AND PREVENT SEdIMENT TRANSFORT. 4. SPILL CLEANUP PROCEDURES SHALL BE POSTED ONSITE. IN GASE OF A SPILL THAT MAY ENTER
<br /> DRAIN.
<br /> SSCO SANfTARY SEWER ClEANOUT 24. ALL DISTURBE[7 PRdPERTY AND VEGETATIdN SHALL @E RcSTOftED 7Q ORIGINAL COND(iION OR GROUNDWATER, SURFACE WATER, OR STORM DRAIN SYSTEM, CONTACT BOEING EMERGENCY
<br /> SSS SANfTARY SIDE SEWER BEITER AS SPECIFlED. DISPATCH AT (2�6) 655-2222. SPiLLS SHALL BE CLEANEO UP IMMEDIATELY AND CONTAMINATED
<br /> STA STATION 1&. TNE CdNTRACTQR SHALL REFER TO "WASHINGTON DEPARTMENT OF ECOLOGY 2012 ST6RMWATER MATERIAL DISPOSED OF PROPERLY.
<br /> STS STORM SEWER 21. TFtE C4NTRACTOR SFiALI. MAINTAIN ALL SIGNS, BARRfGADES, WARNING UGHT5, ANQ OTHER DEV(CES �B P�dT E CT 10�l N QT E S MANAGEMfNT MANUAL FQR WESTERN WA5HINGT4N, AS AMENDED IN DECEMBER 2014" FOR ANY
<br /> STD STANDARD NECESSARY FOR SAFETY. EROSION AND SE41MEN7ATION CONTROLS. AS APPRdYED 8Y ENVIRQNMENTAL AfFAIRS, THE 5. THE COMR4CTOR SHALL PREVENT ALL MATERIAL USED OR GENERATED ONSITE FROM ENTERING
<br /> STM STEAM L CATCH 8A51N INLET PROTECTION SHALL 8E INSTALLED ON Ati ADJACENT CATCH BASINS AND CONTRACTOR SHALL IAdPIEMENT STORMWATER BIAPS CONTAINED IN THIS hAANUAL, INCLUDING THE THE STORM DRAINAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE fOR PROVIDING ADEQUATE
<br /> SYM SYMMETRiCAL IMMEDIATELY UPdN NEW CATCH BASIN INSTALIATI�N AND SHAII REMAIN UNTiL FINAL SITE PROPER SELECTION, IMPL€ME(�fiAT14N, AND MAINTENANCE OF AL� APPLICABLE AND APPROPRIATE CONTAlNMEM/SEPARATION AT ALL TIMES. ALL STORMWATER POLlUTION PREVENTION MEASURES
<br /> TAN TANGENT (�(�� ��/ (� (� !(�} (��(} �` STABILIZATION. BMPS FOR ON-S(TE EROSION, SEDIMENTATION, AND POILUTION COMROI. SHALL BE COQRDINATED WITH ENVIRONMENTAL ENGINEERING TO ENSURE COMPLIANCE WITH
<br /> TEMP TEMPORARY M V I V I TQ R I�� V Y E�� P R IJTE LrTE lJ� 1 V UT E J APPLICABLE STORMWATEFt PERMITS. CONTACT BOEING SAfEfY, HEALTH & EN4IRONMENTAL
<br /> TOP T4P OF PAVEMENT 2. CATCH $ASIN IP�LET PROTECTI4N SHAIL Bf INSTALLED IN ACCORDANCE WITH MANUFACTURER'S t9. STATIONARY EQUIPMENT CONTNNING MORE TNAN 55 GAILONS QF OIL/FUELS REQUIRES AFFAIRS (SHEA - (206) 544-2393.] A MINIMUM Of TWQ {2) WfEKS PRIOR TO THE START OF
<br /> UGP UNDERGROUND POWER RECOMMENDATIONS, AND MNNTAINED TO OPERATE PROPERLY. SECONDARY CONTAINMENT. CONSTRUCTION.
<br /> VERT VERTICAL 1. MONITORING WELLS IN THE PROJECi AREA SHOULD BE PRdTECTED. ANY DAMAGE TO A WELL
<br /> 40L VOLUME MUST BE REPORTED TO THE 60EING CONSTRUCTION �tANAGER. NO REPAIR SHOULD BE 3. CATCH BASIN INLEf PROTECTION SHALL BE REMOVED FOLLOWING COMPLETION OF CONSTRUCTION 6. TNE CONTRACTOR SHALL FOLLOW ALL ENVIRONMEMAL AND OTHER REQUIREMENTS AS DEFINED
<br /> VS VERSUS ATfEMPTED WiTHOUT CONTACTING BOEING EHS. AND STABIUZATION OF ALL CLEARED AREAS. CATCH BASINS SHALL BE VACTOR CLEANED AND 20. STATIONARY EQUIPMENT LOCATED WITHIN 25 FEEf OF A CATCH BASIN OR ON UNPAVED AREAS IN THE 80EING SERVICE PROVIDER MANUAL AVNLABLE UPQN REQUEST).
<br /> W, WTR WEST/WATER INSPECTED UPON GOMPLEfION OF CONSTRUCTION. REQUIRES SECONDARY CONTNNMENT. �
<br /> WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION UTl�ITY LOCATE NOTES 7. THE CONTRACT4R SHALL HAVE AN APPRQPRIATE SPILL KIT.
<br /> W/ WITH Permit#: PW1703-021 27. PORTABLE SANITARY FACIUTIEs SHALL BE �OCATED AT LEASf 25 FEET FROM ANY STORM SEWER
<br /> W/0 WITHOUT INLEf OR WATER BODY AND SHALL BE SERVICED REGULARLY, AS NEEDED.
<br /> L CONTRACTOR SHALL PROGURE UTILt1Y LOCATING SERVICE TO LOCATE BOEING-OWNED UTILIAES PRIOR Site Address: 3Q03 W CASINO RD#45-12
<br /> D ETAI L AN D S ECTI O�1 ro ExcAvaTiNc. Owner: BOEING COMPANY 22. THERE SHALL BE NO CONCREfE WASHOUT AREA ON BdEING SITE UNLESS AUTHORIZED BY BOEING /�P�ROVED
<br /> EX I STI f�G UTI�ITY i�OTE ENVIRONMENTAL AFFAIRS. IF AUTHQRIZED, THE WASHOUT SHALL BE THE ECO-PAN CONTAINMENT
<br /> Tenant: [TenName] SYSTEM OR ANOTHER SYSTEM APPROVED BY ENVIRONMENTAL AFFAIRS, AND SERVICED ADEQUATELY �'UBL1C YVOR�CS DEPARTME�iI"
<br /> ,� �--DEfAII NUMBER App.D3t2: 3�13�20I7 PER CASE BY CASE INSTRUCTIONS: c : �.'`�' �
<br /> L EXISTING UTILITY AND OTHER SUBSURFACE INFORMATIQN SHOWN ON THESE DRAWINGS HAS 6EEN �Y� �r �_�
<br /> Proposed Use: .� ,
<br /> C C50Q COMPILED FROM 7HE BEST INfORMATION AVA�LABLE. THiS INFORMATION, HOWEVER, IS NOT 23. NEWLY INSTALLED ST6RMWATER L1NES AND 5TRUCTURES SHALL BE FLUSHED AND CLEANED `� -4 ��-
<br /> ` �DRAWiNG NUMBER WHERE SHOWN GUARANTEED TO BE ACCURATE OR COMPLEfE. CONTRACTQR TO LOCATE {INCLUDING ELEVA7ION) Description: CONST AN EXTERIOR PUMP ROOM AND BEFORE PLACING IN SERVICE OR CONNEGTING TO THE EXISTING STORMWATER SYSTEM. DATE J `, �> w �
<br /> ALL EXISTING UNDERGROUND UT(IITfES PRIOR TO EXCAVATING FOR CONSFRUCTION. OFFICE TRAILER CI1Y OF EVERETT REVIEWED FOR PERM�T
<br /> DRAWING NUMBfR WHERE TAKEN
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<br /> BOAT NOTE DESCRIBING SPECIFIC FEATURE THAT WILL REMAIN ON N G 1 N E E R S
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<br /> R THE DRAWWGS AFTER CONSTRUCTION FOR FUTURE REFERENCE tsot Fifthnvenue,suite soo�seatue,w/{ee�ot
<br /> �'-DRAWING NUMBER WHERE SHOWN ' I ph 206.62�.071T�faz 208.824.1T76 . +
<br /> --DRAWING NUMBEft WHERE TAKEN � FLAG NOTE FOR SPECIFlC CONSTRUCTfON DIRECTION `°""'�"'`°'"
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<br />. SYM REVIS�ON BY APPROVED OATE SYM REYISION BY APPROVEU DATE EI�B DRAWN DAT SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> ,p�t; t� ACCEPTABILITY M.BOSILKOV 12.22.16
<br /> - EDC STATIC TEST FACILITY - PHASE 2 W4440664 CEI CH 1222.16 ^C' �F pAsyf��' THIS DESIGN AND/OR GENERAL CIVIL NOTES W4440664 - 12.22.16
<br /> �'��' ���,�' SPECIFICATION IS APPROVED C. HEIMBIGNER 12.22.16 SHEEf
<br /> BOE���� y x �PROYED BY DEPT. DATE D. FURR 12.22.ts rmE EDC STATIC TEST FACILIIY - PHASE 2 ��
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