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AB B R E�IATI O N S G Ef� ERA� N OTES PAI NT STR P I f� G �I OTES
<br /> T E S C N OT E S 24. A PLAN FOR FINAL SITE STABILIZATION SHALL BE PROVIDED BY CONTRACTOR AT THE OUTSEI
<br /> THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE.
<br /> THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR THE PROJECT FOR APPROVAL BY ENVIRONMENTAL AFFAIRS. UPON PLAN IMPLEMENTATION,
<br /> 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 METHODOLOGIES. PROJECT SHALL
<br /> 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
<br /> 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 CI1Y OF
<br /> 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 2, APPROVAL OF THIS TESC PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR �ERETT.
<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 DRAINAGE DESIGN
<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 (E.G. SIZE AND LOCATION OF
<br /> & AND MUNICIPAL CONSTRUCTION AS JOINTLY PROMULGATED BY THE WASHINGTON STATE DEPARTMENT OF RECONSTRUCTED. ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES...) THE CONTRACTOR SHALL FOLLOW THE 2012 CITY OF EVERETT'S STORMWATER MANUAL, AMENDED
<br /> � AT TRANSPORTATION (WSDOT) AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC 2014, VOLUME II: 2.4.5. ELEMENT 5: STABILIZE SOILS
<br /> f APPROXIMATELY WORKS ASSOCIATION. 3. THE CONTRACTOR SHALL LAYOUT ALL PROPOSED PAINT STRIPING FOR OWNER'S REVIEW/APPROVAL 3. THE IMPLEMENTATION OF THIS TESC PLAN AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT,
<br /> ABAN ABANDON PRIOR TO FINAL STRIPING. AND UPGRADING OF THESE TESC PLAN FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR 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 UNTIL ALL CONSTRUCTION IS APPROVED. THAT PROTECT THE SOIL FROM THE EROSIVE FORCES OF RAINDROP IMPACT, FLOWING WATER, AND
<br /> ADJ ADJUST (-ED,-MENT,-ABLE) BUSINESS DAYS PRIOR TO EXCAVATION. 4. COORDINATE STRIPING WITH THE BOEING COMPANY TO MATCH EXISTING STANDARD STRIPING. WIND.
<br /> AIR COMPRESSED AIR
<br /> ANSI AMERICAN NATIONAL STANDARD INSTITUTE 3. INFORMATION ON EXISTING CONDITIONS AND BOUNDARIES/RIGHT-OF-WAY SHOWN ON THESE PLANS 5. ALL LINEAR PATfERN PAVEMENT MARKINGS SHALL BE PAINT. ALL OTHER PAVEMENT MARKINGS 4. IF INSTALLATION OF SILT FENCE IS NOT POSSIBLE ON PAVED AREAS, CONTRACTOR SHALL
<br /> APPROX APPROXIMATE (-ED, -IVE) WAS OBTAINED FROM A SURVEY NOT PERFORMED BY COFFMAN ENGINEERS. NO GUARANTEE IS IMPLEMENT ALTERNATE EROSION AND SEDIMENT CONTROL MEASURES. 2. FULL STABILIZATION MEANS ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED
<br /> ASPH ASPHALT (ARROWS, LETTERS, STOP BARS, CROSSWALKS) SHALL BE THERMOPLASTIC. ALL PAVEMENT MARKINGS AND AREAS WHERE THE SOIL OR NATURAL VEGEfATIVE COVER HAS BEEN DISTURBED HAVE BEEN
<br /> MADE AS TO TNE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. THE CONTRACTOR SHALL COMPLY WITH WSDOT SPECIFICATION 9-34 AND SHALL BE APPLIED IN ACCORDANCE WITN 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 CONTROL CAN INCLUDE CONCRETE OR ASPHALT PAVING• QUARRY SPALLS USED AS DITCH
<br /> BIGD BELOW INLET GRATE DEVICE VERIFY THE LOCATION AND SIZE OF EXISTING UTILITIES BEFORE PROCEEDING WITH CONSTRUCTION FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO LINING; APPLICATION OF THICK LAYERS OF GRAVEL OR MULCH• OR VEGETATIVE COVER IN A
<br /> BLDG BUILDING ACTIVITIES, INCLUDING UNDERGROUND AND OVERHEAD UTILITIES, UTILITY STRUCTURES, POINTS OF 6. PAINT SHALL BE APPLIED IN TWO APPLICATIONS. THE TIME PERIOD BETWEEN APPLICATIONS SHALL DISTURBANCE AND/OR MATERIAL/EQUIPMENT STAGING SHALL BE PERMITTED BEYOND THE FLAGGED MANNER THAT WILL FULLY PREVENT SOII. 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
<br /> BMP BEST MANAGEMENT PRACTICE BE IN ACCORDANCE WITH WSDOT SPECIFICATION SECTION 8-22.3(3). USED TO DESCRIBE VEGETATIVE COVER OR PIANTINGS, 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 BE TOP-COATED WITH GIASS BEADS PER WSDOT SPECIFICATION SECTION 8-22.3 3 G. HYDROSEEDING, EVEN IN CONJUNCTION WITH A BONDED FIBER MATRIX BFM) OR ROLLED EROSION
<br /> CB CATCH BASIN SHALL BE BORNE BY THE CONTRACTOR. � � (
<br /> CHR CHILLED RETURN 6. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION FACILITIES TO PRODUCT WILL NOT BE ACCEPTED AS FULLY ESTABLISHED PERMANENT EROSION CONTROL BEFORE
<br /> CHS CHILLED SERVICE 8. LONGITUDINAL MARKING PAITERNS SHALL COMPLY WITH WSDOT STANDARD PLAN M-20.10-02. ENSURE THAT SEDIMENT-LADEN WATER DOES NOT ENTER THE NATURAL OR PUBLIC DRAINAGE THE NECESSARY DEVELOPMENT AND GROUND COVER REQUIREMENTS OF THE PLANTINGS ARE MET.
<br /> CL CENTERLINE 4. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF APPROVED CONSTRUCTION DOCUMENTS TRAFFIC ARROWS SHALL COMPLY WITH WSDOT STANDARD PLAN M-24.40-01. TRAFFIC LETTERS SYSTEM. THE STRONG ROOT STRUCTURES OF WELL ESTABLISHED VEGETATION ARE AN ESSENTIAL
<br /> CM CONSTRUCTION MANAGER/MANAGEMENT (INCLUDING ESI) ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. SHALL COMPLY WITH WSDOT STANDARD PLAN M-80.30-00. MECHANISM IN CONTROLLING SOIL EROSION. THE CITY WILL INSPECT AND MUST APPROVE ALL
<br /> CMP CORRUGATED METAL PIPE 7. THE TESC FACILITIES REFERRED ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR AREAS AS FULLY STABILIZED BEFORE THE RELEASE OF FINANCIAL GUARANTEES.
<br /> COL COLUMN 5. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT IN 9. CROSSWALK AND STOP BAR MARKINGS SHALL COMPLY WITH WSDOT STANDARD PLAN M-15.10-01
<br /> ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS, INCLUDING SUCH INCIDENTALS AS MAY BE AND M-24.60-04. ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED (SEASONAL)
<br /> CONC CONCRETE NECESSARY TO MEET REQUIREMENTS AND STANDARDS OF THE AUTHORITIES HAVING JURISDICTION. CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES (E.G. ADDITIONAL SUMP PUMPS, 3. TEMPORARY EROSION CONTROL MEASURES SHALL REMAIN IN PLACE 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 DRAWINGS INDICATE LOCATIONS, DIMENSIONS, REFERENCES, AND TYPICAL DETAILS OF THE PROJECT. THEREFORE, DURING THE COURSE OF CONSTRUCTION; THE CONTRACTOR SHALL
<br /> CY CUBIC YARD CONSTRUCTION. THE DRAWINGS DO NOT INDICATE EVERY CONDITION. WORK NOT FULLY DETAILED D E M 0 �I T I 0 N N 0 T E S 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 ORIGfNAL
<br /> DEMO DEMOLISH OR DEMOLITION 1. REMOVE ALL DELETERIOUS MATERIAL FOUND ON-SITE INCLUDING VEGEfATION, 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 CONTRACTOR SHALL OBTAIN THE APPROPRIATE APPROVALS AND PERMITS FROM THE ETC. AND DISPOSE OF AT AN APPROVED OFF-SITE LOCATION. BE REAPPLIED AT A SCHEDULE RECOMMENDED BY THE BOEING COMPANY.
<br /> DI DUCTILE IRON AUTHORITIES HAVING JURISDICTION PRIOR TO PROCEEDING WITH CONSTRUCTION ACTIVITIES. THE
<br /> DIP DUCTILE IRON PIPE CONTRACTOR SHALL COORDINATE WITH THE AUTHORITIES HAVING JURISDICTION TO CONFIRM 8. IF NECESSARY FOR SEDIMENT CONTROL, THE CONTRACTOR SHALL DESIGN AND CONSTRUCT
<br /> DOE DEPARTMENT OF ECOLOGY 2. AT ALL TIMES THE CONTRACTOR SHALL MAINTAIN SIGNS, BARRICADES. FENCING, OR OTHER MEASURES SEDIMENT TRAPS AS REQUIRED BY AND IN ACCORDANCE WITH DRAWING #215 OF THE CIIY OF 5. THE CONTRACTOR SHALL SUPPLY ALL SEEDED/SOD AREAS WITH ADEQUATE MOISTURE, BUT NOT
<br /> INSPECTION, TESTING, AND CERTIFICATION REQUIREMENTS. TO ENSURE CONTINUOUS PROTECTION OF THE PUBLIC AND TO PREVENT UNAUTHORIZED ENTRY TO
<br /> DRN DRAIN EVEREfT "DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR TO THE EXTENT RUNOFF OCCURS. THE CONTRACTOR SHALL ENSURE THE SITE IS FULLY
<br /> DW DOMESTIC WATER 8. CONSTRUCTION SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY THE CONSTRUCTION AREA. AT A MINIMUM FENCING SHALL BE 5.0 FEET HIGH. COORDINATE SAFETY DEVELOPMENT" MANUAL: HTTPS:/�WWW.EVEREfTWA.GOV/DOCUMENTCENTER VIEWf243 STABILIZED UPON COMPLETION OF THE PROJECT.
<br /> E EAST GUIDELINES (ADAAG). AND SECURITY MEASURES WITH ADJACENT WORK. I
<br /> EA EACH 3. DAMAGE TO ANY PROPERTY, INCLUDING BUT NOT LIMITED T0, BUILDINGS, UTILITIES, VEHICLES, 9. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS
<br /> EHS ENVIRONMENTAL AND HEALTH SERVICES 9. EXISTING PROPERTY CORNERS AND SURVEY MONUMENTS SHALL BE PROTECTED DURING FENCING, OR LANDSCAPING AS A RESULT OF CONTRACTORS ACTIVITIES SHALL BE REPAIRED OR NECESSARY TO ENSURE THEIR CONTINUED EFFECTIVENESS. F( R E S YS T E I V I G E N E RA L I V O T E S
<br /> EL, ELEV ELEVATION CONSTRUCTION. ANY DAMAGED OR OBLITERATED CORNERS OR MONUMENTS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
<br /> EV ELECTRICAL VAULT RE-ESTABLISHED BY A PROFESSIONAL SURVEYOR AT THE CONTRACTOR'S EXPENSE.
<br /> EX EXISTING 10. ANY AREA STRIPPED OF VEGETATION INCLUDING EXCAVATION EMBANKMENTS WHERE NO FURTHER
<br /> 1. CONTRACTOR SHALL TEST ALL EXISTING FIRE LINES PRIOR TO REPLACEMENT
<br /> FH FIRE HYDRANT . HE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY ' ' /CONSTRUCTION.
<br /> 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL IN ACCORDANCE WITH THE MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR WORK IS ANTICIPATED FOR A PERIOD OF TIME OF TWO (2) DAYS DURING WET SEASON (FROM 2. PIPE FOR FIRE SYSTEM SHALL BE DUCTILE IRON, AWWA C 151; CEMENT MORTAR LINED, AWWA
<br /> FIRE FIRE SUPPRESSION MAIN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES MUTCD STANDARDS. COORDINATE MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE OCTOBER 1 THROUGH APRIL 30) AND SEVEN (7) DAYS DURING DRY SEASON (FROM MAY 1 TO C 104, CLASS 52, WITH RESTRAINED JOINTS.
<br /> FF FINISH FLOOR REQUIREMENTS WITH BOEING, SNOHOMISH COUNTY( AND CITY OF EVERETf. TO ORIGINAL LOCATION AND ELEVATION. SEPTEMBER 30), SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS 3. FITTINGS SHALL BE DUCTILE IRON, AWWA C 110, CEMENT MORTAR LINED, AWWA C 104;
<br /> FG FINISH GRADE
<br /> G GAS APPLICABLE FOR THE SEASON (E.G. SEEDING, MULCHING, NETTING, EROSION RESTRAINED FLEXIBLE COUPLINGS.
<br /> GV GATE VALVE
<br /> 11. SAFETY STANDARDS AND REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND 5. THE CONTRACTOR IS FINANCIALLY RESPONSIBLE FOR THE MAINTENANCE OR REPAIR OF OFF-SITE AND BLANKETS, PLASTIC... ETC). 4. VALVES SHALL BE AWWA C 515.
<br /> HORIZ HORIZONTAL COMPLIED WITH AS SET FORTH BY OSHA. ON-SITE PAVED SURFACES WHERE DAMAGE HAS BEEN SUSTAINED BECAUSE OF CONSTRUCTION 5. ALL BURIED VALVES SHALL HAVE A POST INDICATOR.
<br /> HPS HIGH PRESSURE STEAM TRAFFIC. 11. THE TESC FACILITIES AT ACTIVE AREAS OF THE SITE SHALL BE INSPECTED AND MAINTAINED A 6. ALL FIRE WATERLINES SHALL HAVE A MINIMUM COVER OF FOUR FEET SIX INCHES (4'-6").
<br /> ID INSIDE DIAMETER DIMENSION 12. REFER TO ARCHITECTURAL AND STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION REGARDING 7. FLUSHING, CLEANING AND DISINFECTION:
<br /> IE INVERT ELEVATION �ONSTRUCTION OF STRUCTURES, ENCLOSURES, STAIRS, SIDEWALKS/PATHS, LANDINGS/PATIOS, 6. ALL CONCRETE, PAVEMENT, CURBS, SIDEWALKS AND RAMPS INDICATED TO BE REMOVED OR REPLACED MINIMUM OF ONCE A WEEK OR WITHIN 24 HOURS OF A STORM EVENT. A. CLEAN AND DISINFECT NEW PIPING IN ACCORDANCE WITH WSDOT 7-09.3(24) FOR PIPE
<br /> INV INVERT ENCING, RAILING, AND GATES. SHALL BE REMOVED TO THE NEAREST EXPANSION JOINT AS IDENTIFIED DURING CONSTRUCTION. LENGTHS GREATER THAN 20 FEET.
<br /> 12. CONTRACTOR SHALL PROVIDE AND PROPERLY MAINTAIN CATCH BASIN INSERTS IN ALL EXISTING B. FOR SERVICE CONNECTIONS AND NEW PIPE SECTIONS LESS THAN 20 FEET OR LESS IN
<br /> LF LINEAR FEEI WHERE THIS IS NOT POSSIBLE DUE TO CONFLICTS OR ADJACENT DAMAGED CONCRETE / ASPHALT, AND NEW CATCH BASINS WITHIN THE CONSTRUCTION LIMITS. AT NO TIME SHALL MORE THAN 6 LENGTH, OR LENGTH APPROVED BY THE CONSTRUCTION MANAGER CLEAN AND DISINFECT
<br /> MAX MAXIMUM 13. RECORD DRAWINGS IDENTIFYING AND ACCURATELY LOCATING SUBSURFACE UTILITIES AND THE CONTRACTOR SHALL MAKE A FULL PAVEMENT DEPTH SAWCUT AT THE PROPOSED JOINT IN SOUND ,
<br /> MH MANHOLE IMPROVEMENTS AND NOTING AS-CONSTRUCTED CONDITIONS SHALL BE PROVIDED BY THE PAVEMENT. PROPOSED CONCREfE / ASPHALT SHALL EXTEND TO THE SAWCUT EDGE AND BE INCHES OF SEDIMENT BE ALLOWED TO ACCUMUU�TE WITHIN A CATCH BASIN INSERT. ALL CATCH PER WSDOT 7-093(24)M AND AWWA STANDARD C651. THE INSIDE OF ALL PIPE AND
<br /> MIN MINIMUM; MINUTE
<br /> CONTRACTOR AT THE END OF CONSTRUCTION. APPROPRIATELY JOINED / SEALED. THE CONTRACTOR SHALL MAKE SAWCUTS AT EXISTING CONTRACTION BASINS AND CONVEYANCE LINES SHALL BE CLEARED PRIOR TO PLACING RIGID OR FLEXIBLE FITfINGS SHALL BE SWABBED WITH A VERY STRONG CHLORINE SOLUTION AT LEAST AS
<br /> JOINTS WHERE POSSIBLE. PAVEMENT. THE CLEARING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO STRONG AS LIQUID HOUSEHOLD BLEACH (5 TO 6-PERCENT CL).
<br /> MON MONUMENT 14. CONTRACTOR TO LOCATE AND DETERMINE DEPTH OF EXISTING UTILITIES. NOTIFY BOEING AND THE DOWNSTREAM SYSTEM. 8. HYDROSTATIC TEST: NFPA 24, CHAPTER 8.9:
<br /> N NORTH/NEUTRAL ENGINEER OF ANY CONFLICTS BETWEEN EXISTING FEATURES AND THE PIACEMENT OF NEW
<br /> N/A NOT APPLICABLE FACILITIES. 7. TO THE MAXIMUM EXTENT POSSIBLE THE CONTRACTOR SHALL SALVAGE AND REUSE ALL CATCH BASIN A. MINIMUM PRESSURE: 225 PSI OR 50 PSI IN EXCESS OF MAXIMUM STATIC PRESSURE
<br /> NAD NORTH AMERICAN DATUM FRAMES, GRATES, COVERS, MANHOLE LIDS AND ANY OTNER EXISTING MEfAL WORKS IN PAVEMENTS 13. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION WHEN MAXIMUM STATIC PRESSURE EXCEEDS 150 PSI.
<br /> NGVD NATIONAL GEODETIC VERTICAL DATUM DESIGNATED FOR REMOVAL / REPLACEMENT. AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED B. MINIMUM DURATION: 2 HOURS.
<br /> 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL ON-SITE AND SHALL
<br /> NOM NOMINAL TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. C. LEAKAGE: MAXIMUM 2 QUARTS PER HOUR PER 100 JOINTS OR GASKETS AS INCREASED
<br /> COORDINATE HIS ACTIVITIES WITH THE OWNER AND ENGINEER A MINIMUM OF TWO 2 WEEKS IN AS ALLOWED BY NFPA.8.9.3.3.
<br /> N0. NUMBER � � 8. ALL DEMOLITION DEBRIS SHALL BE DISPOSED OF LEGALLY OFF-SITE. 9. ALL CONNECTIONS TO EXISTING PIPE SHALL BE MADE WITH DUCTILE IRON LONG BODY SLEEVE
<br /> OD OUTSIDE DIAMEfER 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 WITH MEGALUGS.
<br /> OSHA OCCUPATIONAL SAFEfY AND HEALTH ADMINISTRATION TRAFFIC CONTROL SIGNS. SAFE VEHICULAR AND PEDESTRIAN ACCESS SHALL BE PROVIDED AT ALL
<br /> PREFAB PREFABRICATED TIMES DURING CONSTRUCTION. SHUTDOWN OF OWNER OPERATION OR ACCESS WILL NOT BE BE APPLIED AT AN APPROPRIATE RATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT 10. ALL TEES, PLUGS, BENDS AND HYDRANT BRANCHES SHALL BE RESTRAINED AGAINST MOVEMENT.
<br /> PCC PORTLAND CEMENT CONCRETE PERMITfED. P O L�U T I O I V P R E�E N T I 0 N N OT E S APPROXIMATELY 80 LBS / ACRE). RESTRAINTS MAY CONSIST OF PIPE CLAMPS AND TIE-RODS, THRUST BLOCKS, LOCKED
<br /> PVC POLY VINYL CHLORIDE MECHANICAL OR PUSH-ON JOINTS, MECHANICAL JOINTS UTILIZING SET SCREW REfAINER
<br /> 16. THE CONTRACTOR SHALL MAINTAIN A CLEAN WORK AREA AT ALL TIMES BY SWEEPING. WASHING OF 15. SCRAPING AND SWEEPING OF STREEI�S, SIDEWALKS, AND FLOWLINES MUST BE CONDUCTED AT THE GLANDS, OR OTHER APPROVED METHODS OR DEVICES.
<br /> PVMT PAVEMENT PAVEMENT WILL NOT BE ALLOWED WITHOUT PRIOR BOEING APPROVAL. 1. EQUIPMENT LUBRICATION AND FUELING OPERATIONS SHALL OCCUR AT AN APPROVED OFF-SITE END OF EACH WORK DAY (OR MORE FREQUENTLY, IF REQUESTED) WITH A VACUUM SWEEPER OR 11. FIRE SYSTEM SHALL BE CONSTRUCTED PER WSDOT 7-09.3.
<br /> QTY QUANTITY LOCATION. 12. ALL PIPES AND FITTINGS SHALL BE ENCASED WITH POLYETHYLENE PER AWWA C 105.
<br /> RAD RADIUS OTHER MEANS APPROVED BY BOEING ENVIRONMENTAL AFFAIRS. 13. CONCRETE FOR FIRE MAIN THRUST BLOCKS SHALL BE HIGH EARLY STRENGTH WITH MINIMUM
<br /> REINF REINFORCED 17. FIELD VERIFY DIMENSIONS FOR WORK PRIOR TO START OF WORK.
<br /> S SOUTH, S�OPE 2. PREVENT OILS AND FUELS FROM ENTERING THE STORM DRAINAGE SYSTEM WITH PROPER F'C=3,000 PSI AT 48 HOURS.
<br /> SD STORM DRAIN 18. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER AND IN CONFORMANCE WITH CONTAINMENT DEVICES. 16. THE CONTRACTOR SHALL IMPLEMENT LINEAR RUN-ON CONTROLS TO PREVENT WATER FROM 14. PIPE JOINTS SHALL HAVE FIELD LOK GASKETS.
<br /> APPLICABLE CODES, REGULATIONS AND PERMIT REQUIREMENTS. ENTERING THE CONSTRUCTION AREA. 15. PRESSURE TESTING SHALL NOT BEGIN UNTIL TEST CYLINDER SHOWS A MINIMUM OF 2,000 PSI.
<br /> ' SDCO STORM DRAIN CLEAN OUT 3. ACCESS TO CONSTRUCTION IS VIA ADJACENT EXISTING PAVED STREETS. SWEEP DIRT FROM 16. BACKFILL PIPE SECTIONS BETWEEN JOINTS FOR PRESSURE TESTING.
<br /> SDFM STORM DRAIN FORCE MAIN 19. PRIOR TO PLACING PAVEMENT, THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED PAVING DAILY OR AS NEEDED. THE INTENT IS TO PREVENT DIRT AND DEBRIS FROM VEHICLES
<br /> SDMH STORM DRAIN MANHOLE 17. PROCESS WATER, WHICH INCLUDES CONCRETE WASHOUT, WHEEL WASH WATER, AND SWEEPER 17. ALL PIPE & FITTINGS SHALL BE BEDDED IN CDF.
<br /> SF, SQ FT SQUARE FOOT/FEET UNDERGROUND UTILITIES AND APPURTENANCES ARE IN PLACE, INCLUDING, BUT NOT LIMITED T0: AND EQUIPMENT FROM BEING DEPOSITED ON BOEING-OWNED STREEf AND CITY STREEf TRUCK WASTEWATER, SHALL BE HAULED OFFSITE TO AN APPROPRIATE DISPOSAL SITE, OR 18. TIE RODS SHALL BE INSTALLED BETWEEN MECHANICAL JOINT FITTINGS WHERE SHOWN ON THE
<br /> SHT SHEET SANITARY SEWER, STORM DRAIN, GAS, ELECTRIC, TELEPHONE, COMMUNICATION SYSTEMS, CABLE PAVEMENT. DISCHARGED AFTER TREATMENT TO THE SANITARY SEWER WITH LOCAL AGENCY AND BOEING PLANS OR AS DIRECTED BY CONSTRUCTION MANAGER. TIE RODS SHALL BE 3 4"DIAMEfER
<br /> SPEC SPECIFICATIONS TELEVISION, SITE LIGHTING AND IRRIGATION SLEEVES. �
<br /> 4. SPILL CLEANUP PROCEDURES SHALL BE POSTED ONSITE. IN CASE OF A SPILL THAT MAY ENTER ENVIRONMENTAL AFFAIRS APPROVAL. PROCESS WATER SHALL NOT BE DISCHARGED TO THE STORM COATED W/ BITUMASTIC.
<br /> SS SANITARY SEWER STAINLESS STEEL DRAIN.
<br /> SSCO SANITARY SEWER CLEANOUT 20. ALL DISTURBED PROPERTY AND VEGETATION SHALL BE RESTORED TO ORIGINAL CONDITION OR GROUNDWATER, SURFACE WATER, OR STORM DRAIN SYSTEM, CONTACT BOEING EMERGENCY
<br /> SSS SANITARY SIDE SEWER BETTER AS SPECIFIED. DISPATCH AT (206) 655-2222. SPILLS SHALL BE CLEANED UP IMMEDIATELY AND CONTAMINATED
<br /> MATERIAL DISPOSED OF PROPERLY. 18. THE CONTRACTOR SHALL REFER TO "WASHINGTON DEPARTMENT OF ECOLOGY 2012 STORMWATER E X I S T I N G U T I L TY f� 0 T E
<br /> STA STATION 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
<br /> STS STORM SEWER NECESSARY FOR SAFETY. 5. THE CONTRACTOR SHALL PREVENT ALL MATERIAL USED OR GENERATED ONSITE FROM ENTERING EROSION AND SEDIMENTATION CONTROLS. AS APPROVED BY ENVIRONMENTAL AFFAIRS, THE
<br /> STD STANDARD THE STORM DRAINAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE CONTRACTOR SHALL IMPLEMENT STORMWATER BMPS CONTAINED IN THIS MANUAL, INCLUDING THE 1. EXISTING UTILITY AND OTHER SUBSURFACE INFORMATION SHOWN ON THESE DRAWINGS HAS
<br /> STM STEAM CONTAINMENT SEPARATION AT ALL TIMES. ALL STORMWATER POLLUTION PREVENTION MEASURES PROPER SELECTION, IMPLEMENTATION, AND MAINTENANCE OF ALL APPLICABLE AND APPROPRIATE BEEN COMPILED FROM THE BEST INFORMATION AVAILABLE. THIS INFORMATION, HOWEVER, IS
<br /> SYM SYMMETRICAL G RA D I G A N D EA RT H W 0 R K G E N E RA L N OT E S SHALL BE COORDINATED WITH ENVIRONMENTAL ENGINEERING TO ENSURE COMPLIANCE WITH BMPS FOR ON-SITE EROSION, SEDIMENTATION, AND POLLUTION CONTROL. NOT GUARANTEED TO BE ACCURATE OR COMPLEfE. CONTRACTOR TO LOCATE (INCLUDING
<br /> TAN TANGENT APPLICABLE STORMWATER PERMITS. CONTACT BOEING SAFETY, HEALTH & ENVIRONMENTAL ELEVATION ALL EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATING FOR
<br /> TEMP TEMPORARY )
<br /> TOP TOP OF PAVEMENT AFFAIRS [SHEA - (206) 544-2393.) A MINIMUM OF TWO (2) WEEKS PRIOR TO THE START OF 19. STATIONARY EQUIPMENT CONTAINING MORE THAN 55 GALLONS OF OIL/FUELS REQUIRES CONSTRUCTION.
<br /> UGP UNDERGROUND POWER 1. EXPOSED SOIL MUST BE COVERED WITHIN 5 DAYS OF EXPOSURE DURING THE DRY SEASON (MAY 1 CONSTRUCTION. SECONDARY CONTAINMENT.
<br /> VERT VERTICAL THROUGH SEPTEMBER 30) 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 20. STATIONARY EQUIPMENT LOCATED WITHIN 25 FEET OF A CATCH BASIN OR ON UNPAVED AREAS U T I � TY LO CAT E N OT E S
<br /> VS VERSUS 2. FROM OCTOBER 1 THROUGH MARCH 31, GRADING SHALL BE LIMITED TO AN AREA NO LARGER IN THE BOEING SERVICE PROVIDER MANUAL (AVAILABLE UPON REQUEST). REQUIRES SECONDARY CONTAINMENT.
<br /> W, WTR WEST/WATER THAN ONE ACRE. 1. CONTRACTOR SHALL PROCURE UTILITY LOCATING SERVICE TO LOCATE BOEING-OWNED UTILITIES
<br /> WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 3. ALL PAVEMENT MUST BE KEPT CLEAN AND FREE OF SEDIMENT. 7. THE CONTRACTOR SHALL HAVE AN APPROPRIATE SPILL KIT.
<br /> 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 PRIOR TO EXCAVATING.
<br /> W/ WITH AND PREVENT SEDIMENT TRANSPORT. INLET OR WATER BODY AND SHALL BE SERVICED REGULARLY, AS NEEDED.
<br /> DW TAI L W�TAN D S ECTI 0 f� CATC H BAS N P R OTECTI 0 N �l OTES
<br /> S I T E E X C A�AT I 0 N G E�l E R A L N 0 T E S 22. THERE SHALL BE NO CONCREi�E WASHOUT AREA ON BOEING SITE UNLESS AUTHORIZED BY BOEING M S C . R E F E R E f� C E S Y M B 0 L S
<br /> 1. CATCH BASIN INLET PROTECTION SHALL BE INSTALLED ON ALL ADJACENT CATCH BASINS AND ENVIRONMENTAL AFFAIRS. IF AUTHORIZED, THE WASHOUT SHALL BE THE ECO-PAN CONTAINMENT
<br /> DETAIL NUMBER IMMEDIATELY UPON NEW CATCH BASIN INSTALLATION AND SHALL REMAIN UNTIL FINAL SITE SYSTEM OR ANOTHER SYSTEM APPROVED BY ENVIRONMENTAL AFFAIRS, AND SERVICED ADEQUATELY
<br /> 1 1. ALL EXCAVATED MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN STABILIZATION. PER CASE BY CASE INSTRUCTIONS. � BOAT NOTE DESCRIBING SPECIFIC FEATURE THAT WILL REMAIN ON
<br /> �� DRAWING NUMBER WHERE SHOWN APPROVED FACILITY. NATIVE SOIL IS NOT ALLOWED FOR BACKFILL THE DRAWINGS AFTER CONSTRUCTION FOR FUTURE REFERENCE
<br /> C220 C500 2. INSTALL PIPE SUPPORT FOR ALL EXISTING PIPES THAT HAVE BEEN UNDERMINED ALONG AN 8' 2. CATCH BASIN INLET PROTECTION SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S 23. NEWLY INSTALLED STORMWATER LINES AND STRUCTURES SHALL BE FLUSHED AND CLEANED
<br /> DRAWING NUMBER WHERE TAKEN LENGTH OR MORE OR AS DIRECTED BY THE CONSTRUCTION MANAGER. RECOMMENDATIONS, AND MAINTAINED TO OPERATE PROPERLY. BEFORE PLACING IN SERVICE OR CONNECTING TO THE EXISTING STORMWATER SYSTEM. 1� FLAG NOTE FOR SPECIFIC CONSTRUCTION DIRECTION
<br /> 3. UNLESS NOTED OTHERWISE FILL MATERIAL SHALL BE:
<br /> SECTION LETfER A. FOUNDATION: FOUNDATION MATERIAL CLASS A PER WSDOT SECTION 9-03.17. MINIMUM 3. CATCH BASIN INLET PROTECTION SHALL BE REMOVED FOLLOWING COMPLETION OF CONSTRUCTION
<br /> THICKNESS OF 6". AND STABILIZATION OF ALL CLEARED AREAS. CATCH BASINS SHALL BE VACTOR CLEANED AND
<br /> B. BACKFILL: GRAVEL BORROW PER WSDOT SECTION 9-03.14(1). INSPECTED UPON COMPLETION OF CONSTRUCTION.
<br /> C220 C500 C. CONTROLLED DENSITY FILL (CDF) SHALL BE USED WHERE SHOWN ON DRAWINGS OR AS
<br /> �- DRAWING NUMBER WHERE SNOWN APPROVED BY CONSTRUCTION MANAGER: WSDOT SECTION 2-09.3(1)E, �oF oR ��SM. M 0 N T 0 R I N G W E L� P R OT E CT 0 N N OT E S
<br /> DRAWING NUMBER WHERE TAKEN D. GRAVEL BACKFILL FOR DRAINS: WSDOT SECTION 9-03.12(4). OFFMAN
<br /> 4. CONTRACTOR IS REQUIRED TO COMPLY WITH BOEING SITE NOTIFICATION AND PROCEDURE FOR �, MONITORING WELLS IN THE PROJECT AREA SHOULD BE PROTECTED. A N G I N E E R S I SS U E FO R CO N STRU CT I 0 N
<br /> UTILITY OUTAGES PROCEDURES (SNAP). SHUTDOWNS SHALL BE IDENTIFIED ON THE CONTRACTOR'S NY DAMAGE TO A WELL a
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<br /> SCHEDULE AND COORDINATED WITH THE BOEING CONSTRUCTION MANAGER. NOTIFICATION SHALL BE MUST BE REPORTED TO THE BOEING CONSTRUCTION MANAGER. NO REPAIR SHOULD BE �
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