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A B B R E�I AT I 0 N S G E N E R A� N 0 T E S M I S C . R E F E R E N C E S Y M B 0 �S T E S C �10 T E S 24. A PLAN FOR FINAL SITE STABIL�ZATION SHALL BE PROVIDED BY CONTRACTOR AT THE OUTSET OF
<br /> THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE PROJECT FOR APPROVAL BY ENVIRONMENTAL AFFAIRS. UPON PLAN IMPLEMENTATION,
<br /> THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR �E FOLLOWING APPLY UNLESS OTHERWISE INDICATED. � BOAT NOTE DESCRIBING SPECIFIC FEATURE THAT WILL REMAIN ON 1. TEMPORARY EROSION AND 5EDIMENT 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 THE DRAWINGS AFTER CONSTRUCTION FOR FUTURE REFERENCE 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,
<br /> ABBREVIATION IN QUESTION. SNOHOMISH COUNTY STANDARDS, AND CITY OF EVERETT STANDARDS. IF STANDARDS ARE NOT 1� FLAG NOTE FOR SPECIFIC CONSTRUCTION DIRECTION MEETS ALL THE REQUIREMENTS OF FINAL SITE STABILIZATION AS DEFINED BY THE CITY OF
<br /> 2. APPROVAL OF THIS TESC PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR EVERETT.
<br /> PROVIDED BY THE AUTHORITIES HAVING JURISDICTION, WORK AND MATERIALS SHALL COMPLY WITH DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROAQS, PIPES, RESTRICTORS, CHANNELS,
<br /> THE MOST CURRENT EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND RETENTION FACI�ITIES, UTILITIES...) THE CONTRACTOR SHALL FOLLOW THE 2010 CITY OF EVEREff'S STORMWATER MANUAL, VOLUME Ii:
<br /> & AND RANSPORTAT�IONT(WSDIOT) AND �THELWASH NGTON STATE CHAP ERS OF TH�E AMER CAN UBLIC T OF PA I N T ST R I P I N G N 0 T E�
<br /> � AT 2.4.5. ELEMENT 5: STABILIZE SOILS
<br /> f APPROXIMATELY WORKS ASSOCIATION. 3. THE IMPLEMENTATION OF THIS TESC PLAN AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT,
<br /> ABAN ABANDON 1. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY 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 EFFECTIVE BMPS
<br /> AC ASPHALT CONCRETE 2. THE CONTRACTOR SHALL CALL THE UNDERGROUND SERVICE ALERT ONE-CALL NUMBER 811 TWO 5TRIPING/SIGNAGE NECESSARY TO MAINTAIN SAFE VEHICLE AND PEDESTRIAN TRAFFIC. 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. W�NQ•
<br /> AIR COMPRESSED AIR 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAINTING ALL LINES AND SYMBOLS OBSCURED BY 4. IF INSTALLATION OF SILT FENCE IS NOT POSSIBLE ON PAVED AREAS, CONTRACTOR SHALL
<br /> ANSI AMERICAN NATIONAL STANDARD INSTITUTE 3. INFORMATION ON EXISTING CONDITIONS AND BOUNDARIES/RIGHT OF WAY SHOWN ON THESE PLANS HIS WORK TO THE SATISFACTION OF THE OWNER. PRIOR TO CONSTRUCTION, THE CONTRACTOR IMPLEMENT ALTERNATE EROSION AND SEDIMENT CONTROL MEASURES. 2. FULL STABILIZATION MEANS ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED
<br /> APPROX APPROXIMATE (-ED, -IVE) WAS OBTAINED FROM A SURVEY NOT PERFORMED BY COFFMAN ENGINEERS. NO GUARANTEE IS SHALL FIELD VERIFY THE EXISTING STRIPING/SURFACE OF EACH PAVEMENT SEGMENT TO BE AND AREAS WHERE THE SOIL 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 RECONSTRUCTED. 5. THE BOUNDARIES OF THE CONSTRUCTION LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY PROPERLY COVERED AND ACCEPTED TO MEET PERMANENT EROSION CONTROL. PERMANENT
<br /> ASTM AMERICAN SOCIET`( FOR TESTING AND MATERIALS SHALL FIELD VERIFY EXISTING CONDITIONS AND REQUIRED ELEVATIONS AT THE SUBJECT SITE. EROSION CONTROL CAN INCLUDE CONCREfE OR ASPHALT PAVING; QUARRY SPALLS USED AS DITCH
<br /> BIGD BELOW INLEf GRATE DEVICE VERIFY THE LOCATION AND SIZE OF EXISTING UTILITIES BEFORE PR4CEEDING WITH CONSTRUCTION „ „ FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CQNSTRUCTION PERIOD, NO LINING• APPLICATION OF THICK LAYERS OF GRAVEL OR MULCH• OR VEGEfATNE COVER IN A
<br /> BLDG BUILDING 3. THE CONTRACTOR SHALL VACUUM ALL FOREIGN OBJECT DEBRIS FOD AND LOQSE BEADS PRIOR TO DISTURBANCE AND OR MATERIAL E
<br /> ACTNITIES, INCLUDING UNDERGROUND AND OVERHEAD UTILITIES, UTILITY STRUCTURES, POINTS OF AND AFTER INSTALLATION. / / QUIPMENT STAGING SHALL BE PERMITTED 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 CONSTRUCTION LIMITS. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE USED TO DESCRIBE VEGEfATIVE 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 VEGEfATION COVERS 90 PERCENT OF EXPOSED BARE SOIL. THE APPLICATION OF
<br /> BOT BOTTOM CONTRACTOR'S FAILURE TO VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION 4. THE CONTRACTOR SHALL LAYOUT ALL PROPOSED PAINT STRIPING FOR OWNER S REVIEW/APPROVAL HYDROSEEDING, EVEN IN CONJUNCTION WITH A BONDED FIBER MAIRIX {BFM) OR ROLLED EROSION
<br /> CB CATCH BASIN SHALL BE BORNE BY THE CONTRACTOR. PRIOR TO FINAL STRIPING. 6. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION FACILITIES TO PRODUCT WILL NOT BE ACCEPTED AS FULLY ESTABLISHED PERMANENT EROSION CONTROL BEFORE
<br /> CHR CHILLED REfURN 5. COORDINATE STRIPING WITH THE BOEING COMPANY TO MATCH EXISTING STANDARD STRIPING. ENSURE THAT SEDIMENT-LADEN WATER DOES NQT ENTER THE NATURAL OR PUBLIC QRAINAGE THE NECESSARY DEVELOPMENT AND GROUND GOVER REQUIREMENTS OF THE PLANTINGS ARE MET.
<br /> CHS CHILLED SERVICE 4. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF APPROVED CONSTRUCTION DOCUMENTS SYSTEM. THE STRONG ROQT STRUCTURES OF WELL ESTABLISHED VEGEfATION ARE AN ESSENTIAL
<br /> CL CENTERLINE (INCLUDING ADDENDA) ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. ALL PAVEMENT MARKINGS SHALL BE AIRMARK PRE-FORMED THERMOPLASTIC PAVEMENT MARKINGS MECHANISM IN CONTROLLING SOIL EROSION. THE CIT( WILL INSPECT AND MUST APPROVE ALL
<br /> CM CONSTRUCTION MANAGER/MANAGEMENT FOR AIRFIELDS, BY ENNIS-FLINT CORPORATION, UNLESS OTHERWISE SPECIFIED. 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 MEfAL PIPE 5. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT IN
<br /> COL COLUMN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS, INCLUDING SUCH INCIDENTALS AS MAY BE 7, ALL PRE-FORMED THERMOPLASTIC SHALL HAVE A THICKNESS OF 65 MILS {1.7MM}. CONIDITIONS DICTATEO, MORENSILTATIONNCONTROo FACRLOITIESS(E.G.AA DITIONALESUMP tP MPONAL) 3. TEMPORARY EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT MEASURES
<br /> CONC CONCREfE NECESSARY TO MEET REQUIREMENTS AND STANDARDS OF THE AUTHORITIES HAVING JURISDICTION.
<br /> COND CONDENSATE RELOCATION OF DITCHES, EfC), MAY BE REQUIRED TO ENSURE COMPLETE SILTATION CONTROL OF ARE ESTABLISHED.
<br /> 6. THE DRAWINGS INDICATE LOCATIONS, DIMENSIONS, REFERENCES, AND TYPICAL DETAILS OF $• RETROREFLECTIVE GLASS BEADS MUST 8E MIXED THROUGHOUT THE THERMOPLASTIC MATERIAL.
<br /> CONN CONNECTION 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 SEEDEQ AREAS FOR FAILURES AND RE-SEED, FERTILIZER,
<br /> CW CHILLED WATER SHALL BE CONSTRUCTED SIMILAR TO PARTS THAT ARE FULLY DEfAILED. 9• APPLICATION OF AIRMARK PAVEMENT MARKINGS ON PAVEMENT MUST BE DONE BY A CERTIFIED ACTIVITIES AND PROVIDE ADDITIONAL FACILITIES THAT MAY BE REQUIRED TO PROTECT ADJACENT AND MUI.CH WITHIN THE PLANTING SEASON, USING NOT LESS THAN HALF THE ORIGINAL
<br /> DEMO DEMOLISH OR DEMOLITION AIRMARK APPLICATOR WITH EXPERIENCE USING LARGE INFRARED HEATERS. PROPERTIES. THE CONTRACTOR SHALL UPDATE THE SWPPP ACCORDINGLY. APPLICATION RATES. ANY REVEGETATIQN EFFORTS THAT DO NOT PROVIDE ADEQUATE COVER MUST
<br /> DIA DIAMEfER 7. THE CONTRACTOR SHALL OBTAIN THE APPROPRIATE APPROVALS AND PERMITS FROM THE BE REAPPLIED AT A SCHEDULE RECOMMENDED BY THE BOEING COMPANY.
<br /> DI DUCTILE IRON AUTHORITIES HAVING JURISDICTION PRIOR TO PROCEEDING WITH CONSTRUCTION ACTIVITIES. THE �0. FLIGHTLINE STALL STRIPING AND LABELING, SHALL BE LOCATED PER THE INDIVIDUAL STALL DRAWINGS
<br /> DIP DUCTILE IRON PIPE CONTRAGTOR SHALL CQORDINATE WITH THE AUTHORITIES HAVING JURISDICTION TO CONFIRM 45-YD-C225(STALL#), CONTRACTOR SHALL CONTACT BOEING ENGINEERING FOR ANY 8. IF NEGESSARY FOR SEDIMENT CONTROL, THE CONTRACTOR SHALL DESIGN AND CONSTRUCT
<br /> DOE DEPARTMENT OF ECOL06Y INSPECTION, TESTING, AND CERTIFICATION REQUIREMENTS. CLARIFICATIONS. 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 EVEREfT "DESIGN AND CONSTRUCTION STANDARDS AND SPEGIFICATIONS FOR DEVELOPMENT" TO THE EXTENT RUNOFF OCCURS. THE CONTRACTOR SHALL ENSURE THE SITE IS FULLY
<br /> DW DQMESTIC WATER 8. CONSTRUCTION SHALL COMPLY WITH THE A�IERICANS WITH DISABILITIES ACT ACCESSIBILITY 10.1. TAXIWAY STRIPING SHALL BE 6'� SOLID YELLOW STRIPE. MANUAL: HTTPS:�f WWW.EVERETTWA.GOV/DOCUMENTCENTER/VIEW/243 STABILIZED UPON COMPLETION OF THE PROJECT.
<br /> E EAST GUIDELINES (ADAAG). 10.2. CENTER OF STALL STRIPING SHALL BE 6" SOLID YELLOW STRIPE. �
<br /> EA EACH 10.3. 747 OUTBOARD GEAR STRIPE SHALL BE 4" SOLID YELLOW STRIPE. 9. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS T E S C B M P S
<br /> EHS ENVIRONMENTAL AND HEALTH SERVICES 9. EXISTING PROPERTY CQRNERS AND SURVEY MONUMENTS SHALL BE PROTECTED DURING 10.4. STALL LANE STRIPING SHALL BE 4" SOLID YELLOW STRIPE. NECESSARY TO ENSURE THEIR CONTINUED EFFECTNENESS.
<br /> EL, ELEV ELEVATIQN CONSTRUCTIQN. ANY DAMAGED OR OBLITERATED CORNERS OR MONUMENTS SHALL BE 10.5. FRONT OF STALL STRIPING SHALL BE 6" SOLID WHITE STRIPE.
<br /> EV ELECTRICAL VAULT RE-ESTABLISHED BY A PROFESSIONAL SURVEYOR AT THE CONTRACTOR'S EXPENSE. 10.6. STALL STOP BAR STRIPING SHALL BE 4" X 16' LG. SOLID YELLOW STRIPE. 10. ANY AREA STRIPPED OF VEGETATION, INCLUDING EXCAVATION EMBANKMENTS, WHERE NO FURTHER 1. THE CONTRACTOR SNALL REFER TO "CI11( OF EVERETT STORMWATER MANAGEMENT MANUAL, 2010'�
<br /> EX EXISTING 10.7. STALL LABELS {STOP BARS, CENTER LINE, EfC.) SHALL BE 3" YELLOW (ARIAL NARROW FONT) WORK IS ANTICIPATED FOR A PERIOD OF TIME OF TWO (2) DAYS DURING WEr SEASON FROM FOR ANY EROSION AND SEDIMENTATION CONTROLS. THE FOLLOWING LIST CONTAINS SOME COMMON
<br /> FH FIRE HYDRANT � BEST MANAGEMENT PRACTICES BMPS
<br /> FIRE FIRE SUPPRESSION MAIN 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL IN ACCORDANCE WITH THE TEXT ON BLACK BACKGROUND PER BOEING FLIGHTLINE STALL STRIPING - DETAIL OCTOBER 1 THROUGH APRIL 30} AND SEVEN (7) DAYS DURING DRY SEASON (FROM MAY 1 TO ( ), BUT ARE NOT LIMITED TO THE ONES LISTED BELOW:
<br /> FF FINISH FLOOR MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. COORDINATE 45-YD-C225C. 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 OF EVERETT. APPLICABLE FOR THE SEASON (E.G. SEEDING, MULCHING, NETTING, EROSION BLANKETS, PLASTIC... BMP C106: WHEEL WASH
<br /> G GAS 11. SAFET`( STANDARDS AND REQUIREI�ENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND �C)• BMP C123: PLASTIC COVERING
<br /> GV GATE VALVE COMPLIEQ WITH AS SET FORTH BY OSHA. D E M 0 L I T I 0 N f� OT E S BMP C140: DUST CONTROL
<br /> HORIZ HORIZONTAL BMP C150: MATERIALS ON HAND
<br /> 11. THE TESC FACILITIES AT ACTIVE AREAS OF THE SITE SHALL BE INSPECTED AND MAINTAINED A
<br /> ID INSIDE DIAMETER/DIMENSION BMP C151: CONCREfE HANDLING
<br /> 12. REFER TO ARCHITECTURAL AND STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION REGARDING MINIMUM OF ONCE A WEEK OR WITHIN 24 NOURS OF A STORM EVENT.
<br /> IE INVERT ELEVATION 1. REMOVE ALL DELETERIOUS MATERIAL FOUND ON-SITE INCLUDING VEGETATION, SCRAP WOOD, TRASH, BMP C152: SAWCUTTING AND SURFACE POLLUTION PREVENTION
<br /> INV INVERT CONSTRUCTION OF STRUCTURES, ENCLOSURES, STAIRS, SIDEWALKS/PATHS, LANDINGS/PATIOS, �C. AND DISPOSE OF AT AN APPROVED OFF-SITE LOCATI4N. BMP C153: MATERIAL DELIVERY, STORAGE AND CONTAINMENT
<br /> LF LINEAR FEEf FENCING, RAILING, AND GATES. 12. CONTRACTOR SHALL PROVIDE AND PROPERLY MAINTAIN CATCH BASIN INSERTS IN ALL EXISTING BMP C160: CERTIFIED EROSION AND SEDIMENT CONTROL LEAD
<br /> MAX MAXIMUM 2. AT ALL TIMES THE CONTRACTOR SHALL MAINTAIN SIGNS, BARRICADES. FENCING, OR OTHER MEASURES AND NEW CATCH BASINS WITHIN THE CONSTRUCTION LIMITS. AT NO TIME SHALL MORE THAN 6 BMP C20Q: INTERCEPTOR DIKE AND SWALE
<br /> MH MANHOLE 13. RECORD DRAWINGS IDENTIFYING AND ACCURATELY LOCATING SUBSURFACE UTILITIES AND TO ENSURE CONTINUOUS PROTECTION OF THE PUBLIC ANQ TO PREVENT UNAUTHORIZED ENTRY TO INCHES OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN INSERT. ALL CATCH BMP C207: CHECK DAMS
<br /> MIN MINIMUM; MINUTE IMPROVEMENTS AND NOTING AS-CONSTRUCTED CONDITIONS SHALL BE PROVIDED BY THE THE CONSTRUCTION AREA. AT A MINIMUM FENCING SHALL BE 6.0 FEET HIGH. COORDINATE SAFETY BASINS AND CONVEYANCE LINES SHA�L BE CLEARED PRIOR TO PLACING RIGID OR FLEXIBLE BMP C220: STORM DRAIN INLET PROTECTION
<br /> MON MONUMENT CONTRACTOR AT THE END OF CONSTRUCTION. AND SECURITY MEASURES WITH ADJACENT WORK. PAVEMENT. THE CLEARING OPERATION SHALL N4T FLUSH SEDIMENT-LADEN WATER INTO BMP C233: SILT FENCE
<br /> N NORTH/NEUTRAL DOWNSTREAM SYSTEM. BMP C235: STRAW WATfLES
<br /> 14. CONTRACTOR TO LOCATE AND DETERMINE DEPTH OF EXISTING UTILITIES. NOTIFY BOEING AND THE BkIP C240: SEDIMENT TRAP
<br /> N/A NOT APPLICABLE 3. DAMAGE TO ANY PROPERIY, INCLUDING BUT NOT LIMITED T0, BUILDINGS, UTILITIES, VEHICLES,
<br /> ENGINEER OF ANY CONFLICTS BETWEEN EXISTING FEATURES AND THE PLACEMENT OF NEW
<br /> NAD NORTH At�ERICAN DATUM FENCING, OR LANDSCAPING AS A RESULT OF CONTRACTORS ACTIVITIES SHALL BE REPAIRED OR BMP C241: TEMPORARY SEDIMENT POND
<br /> NGVD NATIONAL GEODEfIC VERTICAL DATUM FACILITIES. REPLACED AT THE CONTRACTOR'S EXPENSE. 13. STABILIZEQ CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUGTION *BMP C250: CONSTRUCTION STORMWATER CHEMICAL TREATMENT
<br /> AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED
<br /> NOM NOMINAL *BMP C251: CONSTRUCTION STORMWATER FILTRATION
<br /> 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL ON-SITE AND SHALL TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.
<br /> N0. NUMBER 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY
<br /> COORDINATE HIS ACTIVITIES WITH THE OWNER AND ENGINEER A MINIMUM OF �fWO (2) WEEKS IN
<br /> OD OUTSIDE DIAMETER MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTIQN. ALL SUCH MONUMENTS OR * = REQUIRES DOE APPROVAL
<br /> OSHA OCCUPATIONAL SAFET`( AND HEALTH ADMINISTRATION ADVANCE OF THE BEGINNING OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIQING ALL MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPIACED AT TNE CONTRACTOR�S EXPENSE 14. WNERE 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 TO ORIGINAL LOCATION AND ELEVATION. BE APPLIED AT AN APPROPRIATE RATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT
<br /> PCC PORTLAND CEMENT GONCREfE TIMES DURING CONSTRUCTION. SHUTDOWN OF OWNER OPERATION OR ACCESS WILL NOT @E APPROXIMATELY 80 LBS / ACRE). P 0 �L U T I 0 �I P R E�E N T I 0 �l N OT E S
<br /> PVC POLY VINYL CHLORIDE PERMITTED.
<br /> 5. THE CQNTRACTOR IS FINANCIALLY RESPONSIBLE FOR THE MAINTENANCE OR REPAIR OF OFF-SITE AND
<br /> PVMT PAVEMENT 16. THE CONTRACTOR SHALL MAINTAIN A CLEAN WORK AREA AT ALL TIMES BY SWEEPING. WASHING OF ON-SITE PAVED SURFACES WHERE DAMAGE HAS BEEN SUSTAINED BECAUSE OF CONSTRUCTION 15. SCRAPING AND SWEEPING OF STREEfS, SIDEWALKS, AND FLOWLINES MUST BE CONDUCTED AT THE
<br /> QTY QUANTITY PAVEMENT WILL NOT BE ALLOWED WITHOUT PRIOR BOEING APPROVAL. TRAFFIC. END OF EACH WORK DAY (OR MORE FREQUENTLY, IF REQUESTED) WITH A VACUUM SWEEPER OR �• EQUIPMENT LUBRICATION AND FUELING OPERATIONS SHALL OCCUR AT AN APPROVED OFF-SITE
<br /> RAD RADIUS LOCATION.
<br /> REINF REINFORCED 6. ALL CONCREfE, PAVEMENT, CURBS, SIDEWALKS AND RAMPS INDICATED TO BE REMOVED OR REPLAGED OTHER MEANS APPROVED BY BOEING ENVIRONMENTAL AFFAIRS.
<br /> S SOUTH, SLOPE 17. FIELD VERIFY DIMENSIONS FOR WORK PRIOR TO START OF WORK. SHALL BE REMOVED TO THE NEAREST EXPANSION JOINT AS IDENTIFIED DURING CONSTRUCTION. 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 CONFORMANCE WITH WHERE THIS IS NOT POSSIBLE DUE TO CONFLICTS OR ADJACENT DAMAGED CONCREfE / ASPHALT, 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. THE CONTRACTOR SHALL MAKE A FULL PAVEMENT DEPTH SAWCUT AT THE PROPOSED JOINT IN SOUND ENTERING THE CONSTRUCTION AREA.
<br /> SDFM STORM DRAIN FORCE MAIN 3. ACCESS TO CONSTRUCTION IS VIA ADJACENT EXISTING PAVED STREEfS. SWEEP DIRT FROM
<br /> SDMH STORM DRA�N MANHOLE PAVEMENT. PROPOSED CONCREfE / ASPHALT SHALL EXTEND TO THE SAWCUT EDGE AND BE PAVING DAILY OR AS NEEDED. THE INTENT IS TO PREVENT DIRT AND DEBRIS FROM VEHICLES
<br /> SF, SQ FT SQUARE FOOT/FEET 19. PRIOR TO PLACING PAVEMENT, THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED APPROPRIATELY JOINED / SEALED. THE CONTRACTOR SHALL MAKE SAWCUTS AT EXISTING CONTRACTION 17. PROCESS WATER, WHICH INCLUDES CONCRETE WASHOUT, WHEEL WASH WATER, AND SWEEPER AND EQUIPMENT FROM BEING DEPOSITED ON BOEING-OWNED STREET AND CITY STREET
<br /> UNDERGROUND UTILITIES AND APPURTENANCES ARE IN PLACE INCLUQING BUT NOT LIMITED T0: JOINTS WHERE POSSIBLE. TRUCK WASTEWATER SHALL BE HAULED OFFSITE TO AN APPROPRIATE DISPOSAL SITE OR
<br /> SHT SHEET SANITARY SEWER, STORM DRAIN, GAS, ELECTRIC, TELEPHONE,�COMMUNICATION SYSTEMS, CABLE DISCHARGED AFTER TREATMENT TO THE SANITARY SEWER WITH LOCAL AGENCY AND BOEING PAVEMENT.
<br /> SPEC SPECIFICATIQNS TELEVISION, SITE LIGHTING AND IRRIGATION SLEEVES. 7. TO THE MAXIMUM EXTENT POSSIBLE THE CONTRACTOR SHALL SALVAGE AND REUSE ALL CATCH BASIN ENVIRONMENTAL AFFAIRS APPROVAL. PROCESS WATER SHALL NOT BE DISCHARGED TO THE STORM
<br /> SS SANITARY SEWER/STAINLESS STEEL FRAMES, GRATES, COVERS, MANHOLE LIDS AND ANY OTHER EXISTING METAL WORKS IN PAVEMENTS DRAIN. 4. SPILL CLEANUP PROCEDURES SHALL BE POSTED ONSITE. IN CASE OF A SPILL THAT MAY ENTER
<br /> SSCO SANITARY SEWER CLEANOUT GROUNDWATER, SURFACE WATER, OR STORM DRAIN SYSTEM, CONTACT BOEING EMERGENCY
<br /> 20. ALL DISTURBED PROPERTY AND VEGETATION SHALL BE REST4RED TO ORIGfNA� CQNDITION OR DESIGNATED FOR REMOVAL / REPLACEMENT. DISPATCH AT (206) 655-2222. SPILLS SHALL BE CLEANED UP IMMEDIATELY AND CONTAMINATED
<br /> SSS SANITARY SIDE SEWER BETTER AS SPECIFIED. 18. THE CONTRACTOR SHALL REFER TO "WASHINGTON DEPARTMENT OF ECOLOGY 2012 STORMWATER
<br /> STA STATION MATERIAL DISPOSED OF PROPERLY.
<br /> STS STORM SEWER 8. ALL DEMQLITION DEBRIS SHALL BE DISPOSED OF LEGALLY OFF-SITE. MANAGEMENT MANUAL FOR WESTERN WASHINGTON, AS AMENDED IN DECEMBER 2014" FOR ANY
<br /> STQ STANDARD 21. THE CONTRACTOR SHALL MAINTAIN ALL SIGNS, BARRICADES, WARNING LIGHTS, AND OTHER DEVICES EROSION AND SEDIMENTATION CONTROLS. AS APPROVED 8Y ENVIRONMENTAL AFFAIRS, THE 5. THE CONTRACTOR SHALL PREVENT ALL MATERIAL USED OR GENERATED ONSITE FROM ENTERING
<br /> STM STEAM NECESSARY FOR SAFETY. CONTRACTOR SHALL IMPLEMENT STORMWATER BMPS CONTAINED IN THIS MANUAL, INCLUDING THE THE STORM DRAINAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE
<br /> SYM SYMMEfRICAL PROPER SELECTION, IMPLEMENTATION, AND MAINTENANCE OF ALL APPLICABLE AND APPROPRIATE CONTAINMENT SEPARATION AT ALL TIMES. ALL STORMWATER POLLUTION PREVENTION MEASURES
<br /> TAN TANGENT 22. CONTACT JOHN PEARSON AT (425) 266-8502 FOR CURRENT C225 SHEET FOR EACH STALL AS � RA D I N G A N D EA RT H W 0 R K G E N E RA L N OT E S BMPS FOR ON-SITE EROSION, SEDIMENTATION, ANd POLLUTION CONTROL. SHALL BE COORDINATED WITH ENVIRONMENTAL ENGINEERING TO ENSURE COMPLiANCE WITH
<br /> TEMP TEMPORARY THE STOP BARS AND TEfHERS ARE TO BE INSTALLED. APPLICABLE STORMWATER PERMITS. CONTACT BOEING SAFEf`(, HEALTH & ENVIRONMENTAL
<br /> TOP TOP OF PAVEMENT M 0 N I T 0 R I N G W E�L P R QT E C T I 0 N �I OT E S 19. STATIONARY EQUIPMENT CONTAINING MORE THAN 55 GALLONS OF OIL/FUELS REQUIRES AFFAIRS [SHEA - (206) 544-2393.] A MINIMUM OF TWO (2) WEEKS PRIOR TO THE START OF
<br /> UGP UNDERGROUND POWER 1. EXPOSED SOIL MUST BE COVERED WITHIN 5 DAYS OF EXPOSURE DURING THE DRY SEASON (MAY 1 SECONDARY CONTAINMENT. CONSTRUCTION.
<br /> VERT VERTICAL THROUGH SEPTEMBER 3Q) AND WITHIN 48 HOURS OF EXPOSURE DURING THE WET SEASON
<br /> VOL VOLUME (OCTOBER 1 THROUGH APRIL 30). 6. THE CONTRACTOR SHALL FOLLOW ALL ENVIRONMENTAL AND OTHER REQUIREMENTS AS DEFINED
<br /> VS VERSUS 1. MONITORING WELLS IN THE PROJECT AREA SHOULD BE PROTECTED. ANY DAMAGE TO A WELL 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 /> W, WTR WEST/WATER MUST BE REPORTED TO THE BOEING CONSTRUCTION MANAGER. NO REPAIR SHOULD BE 2. FROM OCTOBER 1 THROUGH MARCH 31, GRADING SHALL BE LIMITED TO AN AREA NO LARGER REQUIRES SECONDARY CONTAINMENT.
<br /> WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION ATTEMPTED WITHOUT CONTACTING BOEING EHS. THAN ONE ACRE. 7. THE CONTRACTOR SHALL HAVE AN APPROPRIATE SPILL KIT.
<br /> W/ WITH U T I L I TY LO C AT E N OT E S 3. ALL PAVEMENT MUST BE KEPT CLEAN AND FREE OF SEDIMENT. 21 N�Ef OR WATER BODY ANDESHALL BEBSERV CETD REGU RLY, AS N EDEDOM ANY STORM SEWER
<br /> W/0 WITHOUT
<br /> D ETA I � A N D S E CT I 0 �I 4. PLASTIC GOVERING MAY BE USED ON STOCKPILE AREAS TO MAINTAIN OPTIMUM MOISTURE CONTENT 22, THERE SHALL BE NO CONCREfE WASHOUT AREA ON BOEING SITE UNLESS AUTHORIZED BY BOEING
<br /> 1. CONTRACTOR SHALL PROCURE UTILITY LOCATING SERVICE TO LOCATE BOEING-OWNED UTILITIES PRIOR AND PREVENT SEQIMENT TRANSPORT. ENVIRONMENTAL AFFAIRS. IF AUTHORIZED, THE WASHOUT SHALL BE THE ECO-PAN CONTAINMENT Q��AN
<br /> TO EXCAVATING. SYSTEM OR ANOTHER SYSTEM APPROVED BY ENVIRONMENTAL AFFAIRS, AND SERVICED ADEQUATELY
<br /> ,� DEfAIL NUMBER � B P R 0 T E C T I 0 N N 0 T E S PER CASE BY CASE INSTRUCTIONS. N G I N E E R S
<br /> E X I S T I N G U T I L I TY �I 0 T E 1601 Fifth Avenue, Suite 900�Seattle,WA 98101
<br /> C3 C�JOO 23. NEWLY INSTALLED STQRMWATER LINES AND STRUCTURES SHALL BE FLUSHED AND CLEANED ph 206.623.0717�fax 206.624.3775
<br /> coffman.com
<br /> 1. EXISTING UTILIIY AND OTHER SUBSURFACE INFORMATION SHOWN ON THESE DRAWINGS HAS BEEN 1. CATCH BASIN INLET PROTECTION SHALL BE INSTALLED ON ALL ADJACENT CATCH BASINS AND BEFORE PLACING IN SERVICE OR CONNECTING TO THE EXISTING STORMWATER SYSTEM. LASTING crealivily�resups�relalionships
<br /> ��- DRAWING NUMBER WHERE SHOWN COMPILED FROM THE BEST INFORMATION AVAILABLE. THIS INFORMATION, HOWEVER, IS NOT IMMEDIATELY UPON NEW CATCH BASIN INSTALLATION AND SHALL REMAIN UNTIL FINAL SITE
<br /> DRAWING NUMBER WHERE TAKEN GUARANTEED TO BE ACCURATE OR COMPLETE. CONTRACTOR TO LOCATE (INCLUDING ELEVATION) STABILIZATION.
<br /> ALL EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATING FOR CONSTRUCTION. 2, CATCH BASIN INLET PRQTECTION SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER�S 90% S U B M I TTAL
<br /> SECTION LETTER RECOMMENDATIONS, AND MAINTAINED TO OPERATE PROPERLY.
<br /> C3 C50Q� 3. CATCH BASIN INLET PROTECTION SHALL BE REMOVED FOLLQWING COMPLEfION OF CONSTRUCTION I S S U E D F 0 R P E R M I T c
<br /> DRAWING NUMBER WHERE SHOWN AND STAB�LIZATION OF ALL CLEARED AREAS. CATCH BASINS SHALL BE VACTOR CLEANED AND �
<br /> INSPECTED UPON CO�IPLEfION OF CONSTRUCTION. �
<br /> DRAWING NUMBER WHERE TAKEN r
<br /> �
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE L DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> _ _ ti5�� WAS�, HSC ESIGNB D R M. BOSILKOV o�.as.» GENERAL CIVIL NOTES W4535737 - 05.09.�7 c
<br /> 777X STALL MODIFICATIONS PHASE 2 W4535737 CEI AH 05.09.17 � �w SPECIFICATION IS APPROVED A. HAZEN 05.09.17 SHEEf �
<br /> BOE,��� � �� � APPROVED BY DEPT. DATE A. HAZEN O�J.Q�.�] �TLE 777X STALL MODIFICATIONS - PHASE 2 c
<br /> " CHECKED C 2 �
<br /> SITE 45-YD JOB N0. COMP N0. ,
<br /> �����4s��R����w� APPRovEo W4535737 0
<br /> sSIo�,TAL��G APPROVED GENERAL MASTER EVERETT, WA °wc No. 45-YD-C2
<br /> 5/9/2017
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