3003 W CASINO RD 777x STALLS 2016 SITE 45-YD Plans 2022-11-01

AB B R E� ATI C �l S G E N E RA� N OTES PAI f�T STR P I N G N OTES TES C N OTES THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. 24. A PLAN FOR FINAL SITE STABILIZATION SHALL BE PROVIDED BY CONTRACTOR AT THE OUTSEf OF THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLEfE OR THE PROJECT FOR APPROVAL BY ENVIRONMENTAL AFFAIRS. UPON PLAN IMPLEMENTATION, REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE THE FOLLOWING APPLY 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 MEfHODOLOGIES. PROJECT SHALL PROJECT. THE TECHNICAL REPRESENTATIVE WILL DEFINE THE INTENT OF ANY 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 ABBREVIATION IN QUESTION. 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 SNOHOMISH COUNTY STANDARDS, AND CITY OF EVEREfT STANDARDS. IF STANDARDS ARE NOT 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAINTING ALL LINES AND SYMBOLS OBSCURED BY 2. APPROVAL OF THIS TESC PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR �/ERETT. 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 DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, 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 RETENTION FACILITIES, UTILITIES...) THE CONTRACTOR SHALL FOLLOW THE 2010 CITY OF EVERETT'S STORMWATER MANUAL, VOLUME II: & AND MUNICIPAL CONSTRUCTION AS JOINTLY PROMULGATED BY THE WASHINGTON STATE DEPARTMENT OF RECONSTRUCTED. 2.4.5. ELEMENT 5: STABILIZE SOILS C� AT TRANSPORTATION (WSDOT) AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC t APPROXIMATELY WORKS ASSOCIATION. 3. THE CONTRACTOR SHALL VACUUM ALL FOREIGN OBJECT DEBRIS "FOD" AND LOOSE BEADS PRIOR TO 3. THE IMPLEMENTATION OF THIS TESC PLAN AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, � ABAN ABANDON AND AFTER INSTALLATION. 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 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 ADJ ADJUST (-ED,-MENT,-ABLE) BUSINESS DAYS PRIOR TO EXCAVATION. 4. THE CONTRACTOR SHALL LAYOUT ALL PROPOSED PAINT STRIPING FOR OWNER'S REVIEW/APPROVAL WIND. AIR COMPRESSED AIR PRIOR TO FINAL STRIPING. ANSI AMERICAN NATIONAL STANDARD INSTITUTE 3. INFORMATION ON EXISTING CONDITIONS AND BOUNDARIES/RIGHT OF WAY SHOWN ON THESE PLANS 4. IF INSTALLATION OF SILT FENCE IS NOT POSSIBLE ON PAVED AREAS, CONTRACTOR SHALL APPROX APPROXIMATE -ED, -IVE IMPLEMENT ALTERNATE EROSION AND SEDIMENT CONTROL MEASURES. 2. FULL STABILIZATION MEANS ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED � ) WAS OBTAINED FROM A SURVEY NOT PERFORMED BY COFFMAN ENGINEERS. NO GUARANTEE IS 5. COORDINATE STRIPING WITH THE BOEING COMPANY TO MATCH EXISTING STANDARD STRIPING. AND AREAS WHERE THE SOIL OR NATURAL VEGETATIVE COVER HAS BEEN DISTURBED HAVE BEEN ASPH ASPHALT MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. THE CONTRACTOR PROPERLY COVERED AND ACCEPTED TO MEET PERMANENT EROSION CONTROL. PERMANENT ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS SHALL FIELD VERIFY EXISTING CONDITIONS AND REQUIRED ELEVATIONS AT THE SUBJECT SITE. 6. ALL LINEAR PATTERN PAVEMENT MARKINGS SHALL BE PRE-FORMED THERMOPLASTIC, UNLESS 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 BIGD BELOW INLEf GRATE DEVICE VERIFY THE LOCATION AND SIZE OF EXISTING UTILITIES BEFORE PROCEEDING WITH CONSTRUCTION OTHERWISE SPECIFIED. ALL OTHER PAVEMENT MARKINGS (ARROWS, LETTERS, STOP BARS, 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 BLDG BUILDING ACTIVITIES, INCLUDING UNDERGROUND AND OVERHEAD UTILITIES, UTILITY STRUCTURES, POINTS OF CROSSWALKS) SHALL BE THERMOPLASTIC. DISTURBANCE AND/OR MATERIAL/EQUIPMENT STAGING SHALL BE PERMITTED BEYOND THE FLAGGED MANNER TNAT WILL FULLY PREVENT SOIL EROSION. WHERE THE TERM "FULLY ESTABLISHED" IS 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 BMP BEST MANAGEMENT PRACTICE EXCEPTIONS ENCOUNTERED PRIOR TO PROCEEDING. ANY COSTS INCURRED AS A RESULT OF THE DURATION OF CONSTRUCTION. USED TO DESCRIBE VEGEfATIVE COVER OR PLANTINGS, IT SHALL BE UNDERSTOOD TO MEAN THAT BOT BOTI�OM CONTRACTOR'S FAILURE TO VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION �� ALL PAVEMENT MARKINGS SHA�L COMPLY WITH BOEING STRIPING STANDARDS. HEALTHY VEGETATION COVERS 90 PERCENT OF EXPOSED BARE SOIL. THE APPLICATION OF CB CATCH BASIN HYDROSEEDING, EVEN IN CONJUNCTION WITH A BONDED FIBER MATRIX (BFM) OR ROLLED EROSION CHR CHILLED REfURN SHALL BE BORNE BY THE CONTRACTOR. 8. ALL PRE-FORMED THERMOPLASTIC SHALL HAVE A THICKNESS OF 65 MILS (1.7MM). 6. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION FACILITIES TO PRODUCT WILL NOT BE ACCEPTED AS FULLY ESTABLISHED PERMANENT EROSION CONTROL BEFORE CHS CHILLED SERVICE 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. CL CENTERLINE 4. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF APPROVED CONSTRUCTION DOCUMENTS g, WHERE GLASS BEADS/RETROREFLECTIVITY ARE REQUIRED, THE BEADS/REfROREFLECTIVITY SHALL SYSTEM. THE STRONG ROOT STRUCTURES OF WELL ESTABLISHED VEGEfATION ARE AN ESSENTIAL CM CONSTRUCTION MANAGER/MANAGEMENT (INCLUDING ADDENDA) ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. COMPLY WITH WSDOT SPECIFICATION SECTION 9-34. GLASS BEADS SHALL BE EMBEDDED. MECHANISM IN CONTROLLING SOIL EROSION. THE CITY WILL INSPECT AND MUST APPROVE ALL CMP CORRUGATED METAL PIPE 5. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLEIE THIS PROJECT IN 7. THE TESC FACILITIES REFERRED ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR AREAS AS FULLY STABILIZED BEFORE THE RELEASE OF FINANCIAL GUARANTEES. COL COLUMN 10. WHERE PAINT IS SPECIFIED, IT SHALL BE APPLIED IN TWO APPLICATIONS. THE TIME PERIOD BETWEEN ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED SEASONAL ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS, INCLUDING SUCH INCIDENTALS AS MAY BE � ) CONC CONCRETE NECESSARY TO MEET REQUIREMENTS AND STANDARDS OF THE AUTHORITIES HAVING JURISDICTION. APPLICATIONS SHALL BE IN ACCORDANCE WITH WSDOT SPECIFICATION SECTION 8-22.3(3). CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES (E.G. ADDITIONAL SUMP PUMPS, 3. TEMPORARY EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT MEASURES COND CONDENSATE RELOCATION OF DITCHES, ETC), MAY BE REQUIRED TO ENSURE COMPLETE SILTATION CONTROL OF ARE ESTABLISHED. CONN CONNECTION 6. THE DRAWINGS INDICATE LOCATIONS, DIMENSIONS, REFERENCES, AND TYPICAL DETAILS OF 11. FLIGHTLINE STALL STRIPING AND LABELING, SHALL BE LOCATED PER THE INDIVIDUAL STALL DRAWINGS THE PROJECT. THEREFORE, DURING THE COURSE OF CONSTRUCTION; THE CONTRACTOR SHALL CY CUBIC YARD CONSTRUCTION. THE DRAWINGS DO NOT INDICATE EVERY CONDITION. WORK NOT FULLY DEfAILED 45-YD-C225(STALL#). CONTRACTOR SHALL CONTACT BOEING ENGINEERING FOR ANY 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, CW CHILLED WATER SHALL BE CONSTRUCTED SIMILAR TO PARTS THAT ARE FULLY DETAILED, CLARIFICATIONS. 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 DEMO DEMOLISH OR DEMOLITION PROPERTIES. THE CONTRACTOR SHALL UPDATE THE SWPPP ACCORDINGLY. APPLICATION RATES. ANY REVEGETATION EFFORTS THAT DO NOT PROVIDE ADEQUATE COVER MUST � DIA DIAMETER 7. THE CONTRACTOR SHALL OBTAIN THE APPROPRIATE APPROVALS AND PERMITS FROM THE >>•1. TAXIWAY STRIPING SHALL BE 6" SOLID YELLOW STRIPE. BE REAPPLIED AT A SCHEDULE RECOMMENDED BY THE BOEING COMPANY. DI DUCTILE IRON AUTHORITIES HAVING JURISDICTION PRIOR TO PROCEEDING WITH CONSTRUCTION ACTIVITIES. THE 11.2. CENTER OF STALL STRIPING SHALL BE 6" SOLID YELLOW STRIPE. DIP DUCTILE IRON PIPE �, 8. IF NECESSARY FOR SEDIMENT CONTROL, THE CONTRACTOR SHALL DESIGN AND CONSTRUCT CONTRACTOR SHALL COORDINATE WITH THE AUTHORITIES HAVING JURISDICTION TO CONFIRM 11.3. 747 OUTBOARD GEAR STRIPE SHALL BE 4 SOLID YELLOW STRIPE. DOE DEPARTMENT OF ECOLOGY » 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 INSPECTION, TESTING, AND CERTIFICATION REQUIREMENTS. 11.4. STALL LANE STRIPING SHALL BE 4 SOLID YELLOW STRIPE. DRN DRAIN „ EVERETT "DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR DEVELOPMENT' TO THE EXTENT RUNOFF OCCURS. THE CONTRACTOR SHALL ENSURE THE SITE IS FULLY DW DOMESTIC WATER 8. CONSTRUCTION SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY 11.5. FRONT OF STALL STRIPING SHALL BE 6 SOLID WHITE STRIPE. MANUAL: HTTPS:/�WWW.EVEREfTWA.GOV/DOCUMENTCENTER�VIEW/243 STABILIZED UPON COMPLETION OF THE PROJECT. GUIDELINES (ADAAG . 11.6. STALL STOP BAR STRIPING SHALL BE 4 X 16 LG. SOLID YELLOW STRIPE. EA EACH � 11.7. STALL LABELS (STOP BARS, CENTER LINE, ETC.) SHALL BE 3" YELLOW (ARIAL NARROW FONT) � EHS ENVIRONMENTAL AND HEALTH SERVICES TEXT ON BLACK BACKGROUND PER BOEING FLIGHTLINE STA�L STRIPING - DEfAIL 9. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS T E S C B M P S EL, ELEV ELEVATION 9. EXISTING PROPERTY CORNERS AND SURVEY MONUMENTS SHALL BE PROTECTED DURING 45-YD-C225C. NECESSARY TO ENSURE THEIR CONTINUED EFFECTIVENESS. EV ELECTRICAL VAULT CONSTRUCTION. ANY DAMAGED OR OBLITERATED CORNERS OR MONUMENTS SHALL BE EX EXISTING RE-ESTABLISHED BY A PROFESSIONAL SURVEYOR AT THE CONTRACTOR'S EXPENSE. 10. ANY AREA STRIPPED OF VEGETATION, INCLUDING EXCAVATION EMBANKMENTS, WHERE NO FURTHER 1. THE CONTRACTOR SHALL REFER TO "CITY OF EVERETT STORMWATER MANAGEMENT MANUAL, 2010" FH FIRE HYDRANT 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL IN ACCORDANCE WITH THE WORK IS ANTICIPATED FOR A PERIOD OF TIME OF TWO (2) DAYS DURING WET SEASON (FROM FOR ANY EROSION AND SEDIMENTATION CONTROLS. THE FOLLOWING LIST CONTAINS SOME COMMON FIRE FIRE SUPPRESSION MAIN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES MUTCD STANDARDS. COORDINATE OCTOBER 1 THROUGH APRIL 30) AND SEVEN (7) DAYS DURING DRY SEASON (FROM MAY 1 TO BEST MANAGEMENT PRACTICES (BMPS), BUT ARE NOT LIMITED TO THE ONES LISTED BELOW: . FF FINISH FLOOR REQUIREMENTS WITH BOEING, SNOHOMISH COUNTY( AND CITY OF EVERETT. SEPTEMBER 30), SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS BMP C105: STABILIZED CONSTRUCTION ENTRANCE FG FINISH GRADE D E M 0 �I T 0 N N 0 T E S APPLICABLE FOR THE SEASON (E.G. SEEDING, MULCHING, NEfTING, EROSION BLANKEfS, PLASTIC... BMP C106: WHEEL WASH G GAS 11. SAFETY STANDARDS AND REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND ETC . BMP C123: PLASTIC COVERING GV GATE VALVE � COMPLIED WITH AS SET FORTH BY OSHA. BMP C140: DUST CONTROL HORIZ HORIZONTAL 1. REMOVE ALL DELETERIOUS MATERIAL FOUND ON-SITE INCLUDING VEGETATION, SCRAP WOOD, TRASH, BMP C150: MATERIALS ON HAND ID INSIDE DIAMETER/DIMENSION ETC. AND DISPOSE OF AT AN APPROVED OFF-SITE LOCATION. 11. THE TESC FACILITIES AT ACTIVE AREAS OF THE SITE SHALL BE INSPECTED AND MAINTAINED A 12. REFER TO ARCHITECTURAL AND STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION REGARDING BMP C151: CONCRETE HANDLING IE INVERT ELEVATION MINIMUM OF ONCE A WEEK OR WITHIN 24 HOURS OF A STORM EVENT. BMP C152: SAWCUTTING AND SURFACE POLLUTION PREVENTION INV INVERT CONSTRUCTION OF STRUCTURES, ENCLOSURES, STAIRS, SIDEWALKS/PATHS, LANDINGS/PATIOS, 2. AT ALL TIMES THE CONTRACTOR SHALL MAINTAIN SIGNS, BARRICADES. FENCING, OR OTHER MEASURES FENCING, RAILING, AND GATES. BMP C153: MATERIAL DELIVERY, STORAGE AND CONTAINMENT LF LINEAR FEEf TO ENSURE CONTINUOUS PROTECTION OF THE PUBLIC AND TO PREVENT UNAUTHORIZED ENTRY TO 12. CONTRACTOR SHALL PROVIDE AND PROPERLY MAINTAIN CATCH BASIN INSERTS IN ALL EXISTING BMP C160: CERTIFIED EROSION AND SEDIMENT CONTROL LEAD MAX MAXIMUM THE CONSTRUCTION AREA. AT A MINIMUM FENCING SHALL BE 6.0 FEET HIGH. COORDINATE SAFEfY AND NEW CATCH BASINS WITHIN THE CONSTRUCTION LIMITS. AT NO TIME SHALL MORE THAN 6 BMP C200: INTERCEPTOR DIKE AND SWALE MH MANHOLE 13. RECORD DRAWINGS IDENTIFYING AND ACCURATELY LOCATING SUBSURFACE UTILITIES AND AND SECURITY MEASURES WITH ADJACENT WORK. INCHES OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN INSERT. ALL CATCH BMP C207: CHECK DAMS MIN MINIMUM; MINUTE IMPROVEMENTS AND NOTING AS-CONSTRUCTED 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 MON MONUMENT CONTRACTOR AT THE END OF CONSTRUCTION. 3. DAMAGE TO ANY PROPERTI', INCLUDING BUT NOT LIMITED T0, BUILDINGS, UTILITIES, VEHICLES, PAVEMENT. THE CLEARING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO BMP C233: SILT FENCE " N NORTH/NEUTRAL 14. CONTRACTOR TO LOCATE AND DEfERMINE DEPTH OF EXISTING UTILITIES. NOTIFY BOEING AND THE FENCING, OR LANDSCAPING AS A RESULT OF CONTRACTORS ACTIVITIES SHALL BE REPAIRED OR DOWNSTREAM SYSTEM. BMP C235: STRAW WATTLES N/A NOT APPLICABLE REPLACED AT THE CONTRACTOR'S EXPENSE. NAD NORTH AMERICAN DATUM ENGINEER OF ANY CONFLICTS BETWEEN EXISTING FEATURES AND THE PLACEMENT OF NEW BMP C240: SEDIMENT TRAP NGVD NATIONAL GEODETIC VERTICAL DATUM FACILITIES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY 13. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION BgMPCC250:TCONSTRUCTION ISTORMWATER CHEMICAL TREATMENT AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED gMP C251: CONSTRUCTION STORMWATER FILTRATION NOM NOMINAL MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR * 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. N0. NUMBER MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR S EXPENSE COORDINATE HIS ACTIVITIES WITH THE OWNER AND ENGINEER A MINIMUM OF TWO (2) WEEKS IN REQUIRES DOE APPROVAL OD OUTSIDE DIAMEfER ADVANCE OF THE BEGiNNING OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TO ORIGINAL LOCATION AND ELEVATION. * _ OSHA OCCUPATIONAL SAFEfY AND HEALTH ADMINISTRATION TRAFFIC CONTROL SIGNS. SAFE VEHICULAR AND PEDESTRIAN ACCESS SHALL BE PROVIDED AT ALL 14. WHERE SEEDING IS REQUIRED AS A TEMPORARY STABILIZATION, FAST GERMINATING GRASSES SHALL PREFAB PREFABRICATED TIMES DURING CONSTRUCTION. SHUTDOWN OF OWNER OPERATION OR ACCESS WILL NOT BE 5. THE CONTRACTOR IS FINANCIALLY RESPONSIBLE FOR THE MAINTENANCE OR REPAIR OF OFF-SITE AND BE APPLIED AT AN APPROPRIATE RATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT PCC PORTLAND CEMENT CONCREfE PERMITfED. ON-SITE PAVED SURFACES WHERE DAMAGE HAS BEEN SUSTAINED BECAUSE OF CONSTRUCTION APPROXIMATELY 80 LBS / ACRE). P O L L U T I O P R E�E T I 0 N OT E S PVC POLY VINYL CHLORIDE TRAFFIC. PVMT PAVEMENT 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 QTY QUANTITY PAVEMENT WILL NOT BE ALLOWED WITHOUT PRIOR BOEING APPROVAL. 6. ALL CONCRETE, PAVEMENT, CURBS, SIDEWALKS AND RAMPS INDICATED TO BE REMOVED OR REPLACED 1. EQUIPMENT LUBRICATION AND FUELING OPERATIONS SHALL OCCUR AT AN APPROVED OFF-SITE - RAD RADIUS SHALL BE REMOVED TO THE NEAREST EXPANSION JOINT AS IDENTIFIED DURING CONSTRUCTION. END OF EACH WORK DAY (OR MORE FREQUENTLY, IF REQUESTED) WITH A VACUUM SWEEPER OR LOCATION. REINF REINFORCED WHERE THIS IS NOT POSSIBLE DUE TO CONFLICTS OR ADJACENT DAMAGED CONCREfE / ASPHALT, OTHER MEANS APPROVED BY BOEING ENVIRONMENTAL AFFAIRS. S SOUTH, SLOPE 17. FIELD VERIFY DIMENSIONS FOR WORK PRIOR TO START OF WORK. THE CONTRACTOR SHALL MAKE A FULL PAVEMENT DEPTH SAWCUT AT THE PROPOSED JOINT IN SOUND 2. PREVENT OILS AND FUELS FROM ENTERING THE STORM DRAINAGE SYSTEM WITH PROPER SD STORM DRAIN PAVEMENT. PROPOSED CONCRETE ASPHALT SHALL EXTEND TO THE SAWCUT EDGE AND BE 16. THE CONTRACTOR SHALL IMPLEMENT LINEAR RUN-ON CONTROLS TO PREVENT WATER FROM CONTAINMENT DEVICES. SDCO STORM DRAIN CLEAN OUT 18. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER AND IN CONFORMANCE WITH � SDFM STORM DRAIN FORCE MAIN APPLICABLE CODES, REGULATIONS AND PERMIT REQUIREMENTS. APPROPRIATELY JOINED / SEALED. THE CONTRACTOR SHALL MAKE SAWCUTS AT EXISTING CONTRACTION ENTERING THE CONSTRUCTION AREA. JOINTS WHERE POSSIBLE. 3. ACCESS TO CONSTRUCTION IS VIA ADJACENT EXISTING PAVED STREETS. SWEEP DIRT FROM 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 SF, SQ FT SQUARE FOOT/FEET UNDERGROUND UTILITIES AND APPURTENANCES ARE IN PLACE, INCLUDING, BUT NOT LIMITED T0: 7• TO THE MAXIMUM EXTENT POSSIBLE THE CONTRACTOR SHALL SALVAGE AND REUSE ALL CATCH BASIN TRUCK WASTEWATER, SHALL BE HAULED OFFSITE TO AN APPROPRIATE DISPOSAL SITE, OR AND EQUIPMENT FROM BEING DEPOSITED ON BOEING-OWNED STREEf AND CITY STREET SHT SHEET SANITARY SEWER, STORM DRAIN, GAS, ELECTRIC, TELEPHONE, COMMUNICATION SYSTEMS, CABLE FRAMES, GRATES, COVERS, MANHOLE LIDS AND ANY OTHER EXISTING METAL WORKS IN PAVEMENTS PAVEMENT. SPEC SPECIFICATIONS DISCHARGED AFTER TREATMENT TO THE SANITARY SEWER WITH LOCAL AGENCY AND BOEING TELEVISION, SITE LIGHTING AND IRRIGATION SLEEVES. DESIGNATED FOR REMOVAL / REPLACEMENT. ENVIRONMENTAL AFFAIRS APPROVAL. PROCESS WATER SHALL NOT BE DISCHARGED TO THE STORM SS SANITARY SEWER/STAINLESS STEEL 4. SPILL CLEANUP PROCEDURES SHALL BE POSTED ONSITE. IN CASE OF A SPILL THAT MAY ENTER SSCO SANITARY SEWER CLEANOUT DRAIN. 20. ALL DISTURBED PROPERTY AND VEGETATION SHALL BE RESTORED TO ORIGINAL CONDITION OR 8. ALL DEMOLITION DEBRIS SHALL BE DISPOSED OF LEGALLY OFF-SITE. GROUNDWATER, SURFACE WATER, OR STORM DRAIN SYSTEM, CONTACT BOEING EMERGENCY SSS SANITARY SIDE SEWER BETTER AS SPECIFIED. DISPATCH AT (206) 655-2222. SPILLS SHALL BE CLEANED UP IMMEDIATELY AND CONTAMINATED STA STATION 18. THE CONTRACTOR SHALL REFER TO "WASHINGTON DEPARTMENT OF ECOLOGY 2012 STORMWATER MATERIAL DISPOSED OF PROPERLY. STS STORM SEWER 21. THE CONTRACTOR SHALL MAINTAIN ALL SIGNS, BARRICADES, WARNING LIGHTS, AND OTHER DEVICES MANAGEMENT MANUAL FOR WESTERN WASHINGTON, AS AMENDED IN DECEMBER 2014" FOR ANY 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 STM STEAM G RA D N G A N D EA RT H W 0 R K G E N E RA� N OT E S CONTRACTOR SHALL IMPLEMENT STORMWATER BMPS CONTAINED IN THIS MANUAL, INCLUDING THE THE STORM DRAINAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE SYM SYMMEfRiCAL PROPER SELECTION, IMPLEMENTATION, AND MAINTENANCE OF ALL APPLICABLE AND APPROPRIATE CONTAINMENT/SEPARATION AT ALL TIMES. ALL STORMWATER POLLUTION PREVENTION MEASURES TAN TANGENT BMPS FOR ON-SITE EROSION, SEDIMENTATION, AND POLLUTION CONTROL. SHALL BE COORDINATED WITH ENVIRONMENTAL ENGINEERING TO ENSURE COMPLIANCE WITH TEMP TEMPORARY M 0 �l I TO R N G W E�� P R OT E CT 0 �l �l OT E S 1. EXPOSED SOIL MUST BE COVERED WITHIN 5 DAYS OF EXPOSURE DURING THE DRY SEASON (MAY 1 APPLICABLE STORMWATER PERMITS. CONTACT BOEING SAFETY, HEALTH & ENVIRONMENTAL TOP TOP OF PAVEMENT THROUGH SEPTEMBER 30) AND WITHIN 48 HOURS OF EXPOSURE DURING THE WET SEASON 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 UGP UNDERGROUND POWER (OCTOBER 1 THROUGH APRIL 30). � � � � VERT VERTICAL 1. MONITORING WELLS IN THE PROJECT AREA SHOULD BE PROTECTED. ANY DAMAGE TO A WELL SECONDARY CONTAINMENT. CONSTRUCTION. VOL VOLUME MUST BE REPORTED TO THE 80EING CONSTRUCTION MANAGER. NO REPAIR SHOULD BE 2. FROM OCTOBER 1 THROUGH MARCH 31, GRADING SHALL BE LIMITED TO AN AREA NO LARGER 6. THE CONTRACTOR SHALL FOLLOW ALL ENVIRONMENTAL AND OTHER REQUIREMENTS AS DEFINED VS VERSUS ATTEMPTED WITHOUT CONTACTING BOEING EHS. THAN ONE ACRE. 20. STATIONARY EQUIPMENT LOCATED WITHIN 25 FEET OF A CATCH BASIN OR ON UNPAVED AREAS �N THE BOEING SERVICE PROVIDER MANUAL AVAILABLE UPON REQUEST). W, WTR WEST/WATER REQUIRES SECONDARY CONTAINMENT. � WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION U T �I TY �0 CAT E N OT E S 3. ALL PAVEMENT MUST BE KEPT CLEAN AND FREE OF SEDIMENT. . 7. THE CONTRACTOR SHALL HAVE AN APPROPRIATE SPILL KIT. W/ WITH 4. PLASTIC COVERING MAY BE USED ON STOCKPILE AREAS TO MAINTAIN OPTIMUM MOISTURE CONTENT 21. PORTABLE SANITARY FACILITIES SHALL BE LOCATED AT LEAST 25 FEET FROM ANY STORM SEWER W/0 WITHOUT AND PREVENT SEDIMENT TRANSPORT. INLEf OR WATER BODY AND SHALL BE SERVICED REGULARLY, AS NEEDED. 1. CONTRACTOR SHALL PROCURE UTILITY LOCATING SERVICE TO LOCATE BOEING-OWNED UTILITIES PRIOR D ETA � A N D S E C T 0 N TO EXCAVATING. 22. THERE SHALL BE NO CONCREfE WASHOUT AREA ON BOEING SITE UNLESS AUTHORIZED BY BOEING E X I ST N G U T I �I TY N OT E C B P R OT E CT 0 N N OT E S ENVIRONMENTAL AFFAIRS. IF AUTHORIZED, THE WASHOUT SNALL BE THE ECO-PAN CONTAINMENT QFFMAN SYSTEM OR ANOTHER SYSTEM APPROVED BY ENVIRONMENTAL AFFAIRS, AND SERVICED ADEQUATELY DETAIL NUMBER PER CASE BY CASE INSTRUCTIONS. N G I N E E R S 1 1. EXISTING UTILITY AND OTHER SUBSURFACE INFORMATION SHOWN ON THESE DRAWINGS HAS BEEN 1. CATCH BASIN INLEf PROTECTION SHALL BE INSTALLED ON ALL ADJACENT CATCH BASINS AND 1601 Fifth Avenue,suite soo�seatt�e,WA 98101 COMPILED FROM THE BEST INFORMATION AVAILABLE. TNIS INFORMATION, HOWEVER, IS NOT IMMEDIATELY UPON NEW CATCH BASIN INSTALLATION AND SNALL REMAIN UNTIL FINAL SITE ph 206.623.0717�fax206.624.3775 C3 C�JOO 23. NEWLY INSTALLED STORMWATER LINES AND STRUCTURES SHALL BE FLUSHED AND CLEANED �offman.com �� GUARANTEED TO BE ACCURATE OR COMPLETE. CONTRACTOR TO LOCATE (INCLUDING ELEVATION) STABILIZATION. BEFORE PLACING IN SERVICE OR CONNECTING TO THE EXISTING STORMWATER SYSTEM. DRAWING NUMBER WHERE SHOWN LASTING crea�ivity�resul[s�relationships � ALL EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATING FOR CONSTRUCTION. 2, CATCH BASIN INLET PROTECTION SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S DRAWING NUMBER WHERE TAKEN RECOMMENDATIONS, AND MAINTAINED TO OPERATE PROPERLY. � - SECTION LEfTER M I S C . R E F E R E N C E S Y M B 0 �S 3. CATCH BASIN INLEf PROTECTION SHALL BE REMOVED FOLLOWING COMPLETION OF CONSTRUCTION AND STABILIZATION OF ALL CLEARED AREAS. CATCH BASINS SHALL BE VACTOR CLEANED AND I S S U E D F 0 R P E R M I T C3 C500 1� BOAT NOTE DESCRIBING SPECIFIC FEATURE THAT WILL REMAIN ON INSPECTED UPON COMPLEfION OF CONSTRUCTION. - THE DRAWINGS AFTER CONSTRUCTION FOR FUTURE REFERENCE � �- DRAWING NUMBER WHERE SHOWN N DRAWING NUMBER WHERE TAKEN 1� FLAG NOTE FOR SPECIFIC CONSTRUCTION DIRECTION ° c r DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE � SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE � L. ACCEPTABILITY CEI MB 12.13.16 \ - FLIGHTLINE 777X STALL MODIFICATIONS - PHASE 1 W4535737 CEI AH 12.13.16 1��oF WAs�rJ THIS DESIGN AND/OR CHECKED GENERAL CIVIL NOTES W4535737 - 12.13.16 � y �w -•. SPECIFICATION IS APPROVED CEI AH 12.13.16 SHEET � BOE,�� ENGINEER TITLE FLIGHTLINE 777X STALL MODIFICATIONS - PHASE 1 /�^ ° . Q' � ;�� APPROVED BY DEPT. DATE CEI DF 12.13.16 ( "� � CHECKED ' �� � �,�G,54T�� APPROVED SITE 45� 1 D JOB No. W4535737 COMP N0. Q �ss�oNALE��I� APPROVED GENERAL MASTER EVEREIT, Wq °wc n,o. 45-YD-C2 �,,,,, : ;,�r� _ _ _ _ _ _ _ , ,-� _.. _. _.