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ABBREVIATIONS GENERAL N4TES BOEING TEMPORARY EROSION SITE DEMOLITIQN NOTES
<br /> & AND MFR MANUFACTURER 1. THE CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF t1ND SEDIMENT CONTROL NOTES , . THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY BARRIERS AND SECURITY
<br /> � AT MH MANNOLE CONSTRUCTION ACTIVITIES AND NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES DEVICES AS NECESSARY FOR THE PROTECTION OF THE ADJACENT PUBUC IMPROVEMENTS WITHIN
<br /> � D I AMETER M I C MONUMENT I N CASE PRIOR TO BEGINNING CONSTRUCTION.
<br /> # NUMBER MIN MINIMUM 1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLEQ PRIOR TO ANY THE STREET RIGHT-OF-WAYS.
<br /> MISC MISCELLANEOUS EARTH-DISTURBING ACTIVITY.
<br /> ABAN ABANDON (-ED) MON MONUMENT 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING CONSTRUCTION. ALL 2. THE CONTRACTOR SHAL� COORDINATE THE REMOVAL ABANDONMENT AND OR CAPPING OF EXISTING
<br /> ABS ABSOLUTE MSE MECHAN I CALLY STAB I L I ZED EARTH TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL 2. APPROVAL OF THIS TEMPORARY EROSION/SEDIMENTATION CONTROL (TESC) PLAN DOES NOT UTIUTIES WITH THE BOEING COMPANY. /
<br /> AC ASPHALT CONCRETE DEVICES. CONSTITUTE AN APPROVAL 0� PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION
<br /> ACP ASPHALT CONCRETE PAVEMENT N NORTH OF ROADS, PIPES, RESTR�CTORS, CHANNELS, RETENTION FACILITIES, UTILITIES...)
<br /> AD AREA DRA I N NAD NORTH AMER I CAN DATUM 3. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NAD 83(91) 3. EXCAVATION F4R REMOVAL OF FOUNDATIONS, SLABS ON GRADE AND UTILITIES SHALL BE IN
<br /> ARCH ARCH I TECT (-URAL) NAVD NORTH AMER I CAN VERT I CAL DATUM 3. THE IMPLEMENTATION OF THIS TESC AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND ACCORDANCE WITH THE PROJECT'S GEOTECHNICAL ENGINEERING REPORT. THE CONTRACTOR SHALL
<br /> ASPH ASPHALT N I C NOT I N CONTRACT 4. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29) UPGRADING OF THESE TESC PLAN FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL GOMPLY WITH THE REPORT RECOMMENDATIONS FOR TEMPORARY CONSTRUCTION SLOPES AND
<br /> ASTM AMER I CAN SOC I ETY FOR NRCS NAT I ONAL RESOURCES 5. TNE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER (1-800-424-5555) A ALL CONSTRUCTION IS APPROVED. SHALL NOT EXCEED THOSE SLOPES WITHOUT PRIOR APPROVAL OF THE GEOTECHNICAL ENGINEER.
<br /> TEST I NG AND MATER I ALS CONSERVAT I ON SERV I CE MINIMUM OF THREE DAYS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHA�L BE RESPONSIBLE
<br /> NTS NOT TO SCALE 4. IF INSTALlATION OF SILT FENCE IS NOT POSSIBLE ON PAVED AREAS, CONTRACTOR SHALL 4. CAP OR PLUG UTILITY SERVICES AT THE LIMITS OF EXCAVATION OR AT THE LIMITS OF DEMOLITION,
<br /> FOR OBTAINING THE SERVIGES OF A PROFESSIONAL UNDERGROUND UTILITY LOCATION SERVICE TO IMPLEMENT ALTERNATE EROSION AND SEDIMENT CONTROL MEASURES TO CONTROL SEDIMENT.
<br /> BC BOTTOM OF CURB OC ON CENTER LOCATE AND MAINTAIN MARKINGS THAT INDICATE LOCATIONS OF UNDERGROUND UTILITIES IN THE UNLESS NOTED OTHERWISE.
<br /> BE BOTTOM ELEVATION CONSTRUCTION AREA.
<br /> BLDG BU I LD I NG OD OUTS I DE D I AMETER 5. THE BOUNDARIES OF THE CONSTRUCTION LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY 5. CONTRACTOR SHALL VERIFY THAT ALL TELEPHONE AND COMMUNICATIONS WIRES AND CONDUCTORS
<br /> BM BENCH MARK OPP OPPOSITE (HAND) FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD NO
<br /> 6. ALL WORK SHALL BE IN ACCORDANCE WITH THE CIIY OF EVERETf DEVELOPMENT GUIDELINES AND DISTURBANCE AND OR MATERIAL EQUIPMENT STAGING SHALL BE PERMITfED BEYOND THE FLAGGED HAVE BEEN DECOMMISSIONED PRIOR TO REMOVAL OF COMMUNICATIONS AND TELEPHONE DUCT�ANK
<br /> BMP BEST MANAGEMENT PRACT I CE PC PO I NT OF CURVATURE, PUBLIC WORKS STANDARDS. CONTRACTOR TO RETAIN A COPY OF THE STANDARDS ON-SITE. CONSTRUCTION LI 1TS. THE FLAGGING SHALL BE MAWTAINED BY THE CONTRACTOR FOR THE CONDUIT AND VAULTS.
<br /> BOC BACK OF CURB PCC POINT OF COMPOUND CURVATURE DURATION OF CONSTRUCTION.
<br /> BOT BOTTOM 7. THE LIMITS OF WORK SHOWN ON THE CIVIL DRAWINGS APPLY TO THE SITE AND UTILITY WORK
<br /> PED PEDESTRIAN 6. DEMOLITION ASSOCIATED WITH ELECTRICAL LINES AND APPURTENANCES SHALL BE COORDINATED
<br /> BW BOTTOM OF WALL PERF PERFORATED SHOWN ON THE CIVIL DRAWINGS. THERE MAY BE WORK OUTSIDE OF THE LIMITS OF WORK 6. TNE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION FACILITIES TO WITH THE BOEING COMPANY AND THE ELECTRICAL ENGINEER. DEMOLITION FOR SPECIFIC
<br /> PI POINT OF INTERSECTION SHOWN BY OTHER D(SCIPLINES OR TRADES. ENSURE THAT SEDIMENT-LADEN WATER DOES NOT ENTER THE NATURAL OR PUBLIC DRAINAGE
<br /> ELECTRICAL ITEMS INDICATED ON THE DEMOLITION PIANS SHALL NOT BE CARRIED OUT UNTIL
<br /> CB CATCH BAS I N P I V POST I ND I CATOR VAL.VE SYSTEM. POWER SOURCES TO THE ITEMS INQICATED FOR REMOVAL HAVE BEEN MADE SAFE.
<br /> CIP CAST- IN-PLACE PL PROPERTY LINE
<br /> C I S COMPUTER AND I NFORMAT I ON POC PO I NT OF CONNECT I ON 7. THE TESC FACILITIES REFERRED ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR CONDUITS AND OR VAULTS IF NECESSARY SHALL FOLLOW
<br /> POT POINT ON TANGENT TEMPORARY EROSION AND CONIDITIONS DICTA E� MORENSIL ATIONNCONTRO� FACRL�ITIESS(E G. ADDITIONALESUMP (PUMpSNAL) � PUMLOINGL OF CABLERAND CONDUCTORS AS SHOWN ON THE ELECTRICAL DRAWINGS.
<br /> SYSTEMS PRC POINT OF REVERSE CURVATURE
<br /> CJ CONSTRUCT I ON J 0 I NT PS P I PE SEWER COMB I NED RELOCATION OF DITCHES...ETC), MAY BE REQUIRED TO ENSURE COMPLETE SILTATION CONTROL OF
<br /> CL CENTERLINE PSD PIPE STORM DRAIN SEDIMENT CONTROL NOTES THE PROJECT. THEREFORE, DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL 8. REMOVE EXISTING CONCRETE PAVEMENT. BASE COURSE, IF PRESENT, MAY REMAIN EXCEPT AT
<br /> CLR CLEAR (-ANCE) PSI POUNDS PER SQUARE INCH ADDRESS ANY CHANGED OR NEW CONDITIONS THAT MAY BE CREATED BY THE CONTRACTOR'S
<br /> CMP CORRUGATED METAL PIPE LOCATfONS WHERE NEW LANDSCAPE PLANTING WILL BE INSTALLED.
<br /> PSS P I PE SAN I TARY SEWER ACTIVITIES AND PROVIDE ADDITIONAL FACILITIES THAT MAY BE NEEDED TO PROTECT ADJACENT
<br /> CO CLEAN OUT 1. THE TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) PLAN SHALL BE IMPLEMENTED PROPERTfES. THE CONTRACTOR SHALL UPDATE THE SWPPP ACCORDINGLY. 9, REMOVE EXISTING ASPHALT CONCRETE PAVEMENT. BASE COURSE, IF PRESENT, MAY REMAIN
<br /> COE C I TY OF EVERETT PT PO I NT OF TANGENCY, PO I NT PRIOR TO ANY LAND-DISTURBING ACTIVITY ON THE CONSTRUCTION SITE.
<br /> COMM COMMUN I CAT I ONS PVC POLYV I NYL CHLOR I DE 8. IF NECESSARY FOR SEDIMENT CONTROL, THE CONTRACTOR SHALL DESIGN AND CONSTRUCT EXCEPT AT LOCATIONS WHERE NEW LANDSCAPE PLANTING WILL BE INSTALLED.
<br /> PVMT PAVEMENT SEDIMENT TRAPS AS REQUIRED BY AND IN ACCORDANCE WITH CITY OF EVERETT ENGINEERING
<br /> CONC CONCRETE 2. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE TEMPORARY EROSION
<br /> CONN CONNECT (- ION) R RADIUS AND SED�MENTATfON CONTROL FACILITIES SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED D�SIGN & DEVELOPMENT STANDARDS (EDDS) MANUAL. 10. PROTECT ALL �XISTING STRUCTURES AND FOUNDATIONS TQ R�MAIN WITHIN THE LIMITS OF WORK
<br /> CONST CONSTRUCTION RD ROAD TO ENSURE CONTINUING EROSION AND SEDIMENTATION CONTROL. DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AS REQUIRED IN
<br /> CONT CONTINUE CONTINUOUS 9. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS ORDER TO AVOID IMPACTS TO EXISTING STRUCTURES FOUNDATIONS AND RETAINING WALLS.
<br /> RED REDUCER t
<br /> CONTR CONTRACTOR 3. THE TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ARE INTENDED TO BE NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING.
<br /> COORD COORDINATE, COORDINATION REINF REINFORCE (-D, -MENT), MINIMUM REQUIREMENTS. ADDITIONAL FACILITIES SHALL BE INSTALLED AS NECESSARY AND
<br /> REINFORCING 11 . PROTECT ALL EXISTING UTILITIES INDICATED TO REMAIN FROM DAMAGE AT ALL TIMES DURING
<br /> CTR CENTER REQD REQUIRED MAINTAINED BY TNE CONTRACTOR FOR THE DURATION OF THE CONTRACT TO PREVENT 10. ANY AREA STRIPPED OF VEGETATION, INCLUDING EXCAVATION EMBANKMENTS, WHERE NO FURTHER CONSTRUCTION. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AS REQUIRED TO ENSURE
<br /> CU CUB I C REQT REQU I REMENT DOWNSTREAM EROSION AND SEDIMENTATION. WORK IS ANTICIPATED FOR A PERIOD OF TIME OF TWO (2) DAYS DURING WET SEASON (FROM ADEQUATE PROTECTION OF UTILITIES TO REMAIN AND THEIR APPURTENANCES. CONTRACTOR SHALL
<br /> RET RETAINING OCTOBER 1 THROUGH APRIL 30) AND SEVEN (7) DAYS DURING DRY SEASON (FROM MAY 1 TO
<br /> DEG DEGREE 4. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THE TEMPORARY EROSION SEPTEMBER 3Q , SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF DEMOLITION OPERATIONS AND
<br /> DEMO DEMOL I SH, DEMOL I T I ON REV REV I S I ON AND SEDIMENTATION CONTROL FACILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. APPLICABLE F R THE SUBJECT OF THE YEAR E.G. SEEDING, MULCHING, NETTING, EROSION NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
<br /> RIM RIM ELEVATION ANY DOWNSTREAM DAMAGE DUE TO THE FAILURE BY THE CONTRACTOR TO FULFILL THESE �
<br /> DET DETAIL RJ RESTRAINED JOINT REQUIREMENTS WILL BE THE CONTRACTOR'S LIABILITY. BIANKETS, SAND STABILIZATION... ETC). 12. MONITORING WELLS, IF APPLICABLE, SHALL BE DECOMMISSIONED IN ACCORDANCE WITH THE
<br /> DI DUCTILE IRON ROW RI�HT-OF-WAY
<br /> D I A D I AMETER RR RA I LROAD 11 . THE TESC FACILITIES AT INACTIVE AREAS OF THE SITE SHALL BE INSPECTED AND MAINTAINED A WASHINGTON ADMINISTRATIVE CODE, WAC 173-160-381 .
<br /> D I M D I MENS I ON RT R I GHT 5. THE TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED IN A SATISFACTORY MINIMUM OF ONCE A WEEK OR WITHIN 48 HOURS FOLLOWING A STORM EVENT.
<br /> DW DOMEST I C WATER RW RETA I N I NG WALL CONDITION UNTIL SUCH TIME THAT CONSTRUCTION IS COMPLETE AND THE OWNER'S 13. REMOVAL OF UNDERGROUND STORAGE TANKS SHALL BE DONE IN ACCORDANCE WITH THE
<br /> DWG DRAWING REPRESENTATIVE HAS GIVEN INSTRUCTIQNS TO REMOVE THE EROSION CONTROL MEASURES. 12 CATCH BASIN INSERTS SHALL BE PROVIDED AND PROPERLY MAINTAINED IN ALL EXISTING AND WASHINGTON ADMINISTRATIVE CODE, WAC 173-360. BOEING EVERETT EHS SHALL
<br /> 6. THE CONTRACTOR SHALL PLACE CATCH BASIN FILTERS AT ALL CATCH BASINS AND INLETS WITHIN NEW CATCH BASINS WITHIN THE CONSTRUCTION LIMITS. AT NO TIME SHALL MORE THAN 6 INCHES
<br /> S SLOPE SOUTH BE NQTIFIED A MINIMUM OF 60 DAYS PRIOR TO TANK REMOVAL.
<br /> E EAST SAN SANITARY 100' DOWNSTREAM OF LAND-DISTURBING ACTIVITIES, INCLUDING THOSE SCHEDULED FOR OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND
<br /> EA EACH SCHED SCHEDULE CONVEYANCE LINES SHALL BE CLEARED PRIOR TO PLACING RIGID OR FLEXIBL� PAVEMENT. THE
<br /> ECD ELECTR I CAL CONDU I T SD STORM DRA I N DEMOLITION PRIOR TO THEIR REMOVAL. INLET PROTECTION MAY BE REQUIRED OUTSIDE OF THE CLEARING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO DOWNSTREAM SYSTEM.
<br /> EJ EXPANS I ON J 0 I NT SDMH STORM DRA I N MANHOLE LIMITS QF WORK.
<br /> EL, ELEV ELEVAT I ON SECT SECT I ON 7. NO SEDIMENT SHALL BE TRACKED INTO THE STREET OR ONTO PAVED SURFACES. SEDIMENT 13. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF
<br /> ELEC ELECTR I CAL SF SQUARE FEET SHALL BE REMOVED FROM TRUGKS AND EQUIPMENT PRIOR TO LEAVING THE SITE. IF THE ACTION CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY
<br /> ENGR ENG I NEER SHT SHEET OF THE VEHICLE TRAVELING OVER TNE TEMPORARY CONSTRUCTION ENTRANCE IS NOT SUFFICIENT BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE
<br /> EQ EQUAL S I M S I MI LAR THEN THE CONTRACTOR SHALL INSTALL A TIRE WASH FACILITY TO PROJECT.
<br /> EW EACH WAY SOG SLAB ON GRADE TO REMOVE THE SEDIMENT,
<br /> EX I ST EX I ST I NG SP SPEC I F I C WASH TIRES PRIOR TO MOVING DIRECTLY ONTO A PUBLIC ROAD OR OTHER PAVED AREA. IN THE 14. WHERE SEEDING IS REQUIRED AS A TEMPORARY STABILIZATION, FAST GERMINATING GRASSES
<br /> EVENT OF FAILURE OF THE EROSION CONTROL SYSTEM RESULTING IN SEDIMENT BEING TRACKED SHALL BE APPLIED AT AN APPROPRIATE RATE E G ANNUAL OR PERENNIAL RYE APPLIED AT
<br /> EXP EXPANS I ON SPEC SPEC I F I CAT I ON ONTO PAVED SURFACES, STREET SWEEPING SHALL BE EMPLOYED. STREET SWEEPING IS NOT APPROXIMATELY 80 LBS / ACRE). (
<br /> EXT EXTER I OR SQ SQUARE CONSIDERED A PRIMARY TEMPORARY EROSION AND SEDIMENTATION CONTROL COMPONENT AND
<br /> SS SAN I TARY SEWER SHALL BE UTILIZED IN THE EVENT OF A FAILURE AND IN ADDITION TO THE PRIMARY TEMPORARY 15. SCRAPING AND SWEEPING OF STREETS, SIDEWALKS AND FLOWLINES MUST BE CONDUCTED AT THE
<br /> F F I RE SERV I CE SSD SATURATED SURFACE DRY EROSION AND SEDIMENTATION CONTROL SYSTEMS. END OF EACH WORK DAY WITH A VACUUM SWEEPER OR OTHER APPROVED MEANS. D RAW I N G L i ST
<br /> FCS FLOW CONTROL STRUCTURE SSMH SANITARY SEWER MANHOLE
<br /> FD FOUNDAT I ON DRAI N SSS 5 I DE SEWER - SAN I TARY 8. STABILIZE ALL SOILS, INCLUDING STOCKPILES THAT ARE TEMPORARILY EXPOSED. FROM OCTOBER 1 16. THE CONTRACTOR SHALL IMPLEMENT LINEAR RUN-ON CONTROLS TO PREVENT WATER FROM
<br /> FDC FIRE DEPARTMENT CONNECTION ST STREET T0 APRIL 30 NO SOILS SHALL REMAIN UNSTABILIZED FOR MORE THAN TWO (2) DAYS. FROM MAY ENTERING THE CONSTRUCTION AREA. Sheet No. Sheet Title
<br /> FDN FOUNDAT I ON STA STAT I ON 1 TO SEPTEMBER 30 NO SOILS SHALL REMAIN UNSTABILIZED FOR MORE THAN SEVEN (7) DAYS.
<br /> FF FINISHED FLOOR STD STANDARD 17. PROCESS WATER SUCH AS WATER USED IN CONCRETE WORK OR PUMPED FROM A TRENCH
<br /> FG F I N I SHED GRADE STL STEEL 9. SEDIMENT-LADEN GROUNDWATER ENCOUNTERED DURING TRENCHING, BORING OR OTHER ' C2A NOTES, ABBREVIATIONS AND DRAWING LIST
<br /> FH F I RE HYDRANT STRUC STRUCTURAL EXCAVATION ACTIVITIES SHALL BE PUMPED TO A PUMPED WATER FILTER BAG OR APPROVED AFTER A RAIN EVENT, SHALL BE HAULED TO AN APPROPRIATE DISPOSAL SiTE. PROCESS SHALL C2B NOTES
<br /> FM FORCE MAIN EQUAL PRIOR TO BEING DISCHARGED. NOT BE DISCHARGED TO THE STORM DRAIN.
<br /> FOC FACE OF CURB TB THRUST BLOCK 18. THE CONTRACTOR SHALL REFER TO "WASHINGTON DEPARTMENT OF ECOLOGY STORMWATER MANUAL C10-31 TOPOGRAPHY AND SURVEY
<br /> FT FOOT, FEET TC TOP OF CURB 10. MITIGATION MEASURES SUCH AS DUST SUPPRESSION TECHNIQUES MUST BE IN PLACE DURING FOR WESTERN WASHINGTON, 2012" FOR ANY EROSION AND SEDIMENTATION CONTROLS. THE C10-37 TOPOGRAPMY AND SURVEY
<br /> FTG FOOTING TD TRENCH DRAIN DEMOLlTION AND CONSTRUCTION EVENTS TO MINIMIZE THE TRACKING AND BROADCASTING OF FOLLOWING LIST CONTAINS SOME COMMON BEST MANAGEMENT PRACTICES (BMPS) , BUT ARE NOT
<br /> FW FIRE WATER TE TOP ELEVATION FUGITIVE PARTICULATE EMISSIONS ONTO PUBLIC ROADWAYS AND ACROSS PROPERTY LINES. LIMITED TO THE ONES LISTED BELOW:
<br /> TEL TELEPHONE C80-37 SITE
<br /> G GAS, GUTTER TELECOM TELECOMMUNiCATIONS 11. STORMWATER DISCHARGES FROM CONSTRUCTION SITES MUST NOT CAUSE OR CONTRIBUTE TO p� BMP C103: HIGH VISIBILITY PLASTIC FENCE
<br /> GALV GALVANIZE (-D) TESC TEMPORARY EROSION AND VIOLATIONS OF WASHINGTON STATE'S SURFACE WATER QUALITY STANDARDS CHAPTER 173-201A b. BMP C123: PLASTIC COVERING
<br /> GB GRADE BREAK SEDIMENTATION CONTROL WAC), SEDIMENT MANAGEMENT STANDARDS (CHAPTER 173-204 WAC), GROUNDWATER QUALITY c. BMP C203: WATER BARS C150-37R GRADING PLAN
<br /> GR GRAVITY TMECC TESTING METHODS FOR THE STANDARDS (CHAPTER 173-200 WAC), AND HUMAN HEA�TH BASED CRITERIA 1N THE NATIONAL d. BMP C220: STORM DRAIN INLET PROTECTION C150-37 GRADING PLAN
<br /> GV GATE VALVE EXAMINATION OF COMPOST TOXICS RULE (FEDERAL REGISTER 1992). e. BMP C233: SILT FENCE
<br /> AND COMPOSTING
<br /> H HEIGHT, HORIZONTAL TOF TOP OF FOOTING 12. ALL CONSTRUCTION STORMWATER DISCHARGE FROM THE SITE SHALL MEET THE REQUlREMENTS OF C220-37 PAVING PLAN
<br /> HDPE H I GH DENS I TY POLYETHYLENE TRANS TRANS I T I ON THE C�TY OF EVERETT AND THE NPDES CONSTRUCTION GENERAL STORMWATER PERMIT. 19. STATIONARY EQUIPMENT CONTAINING MORE THAN 55 GALLONS OF OIL/FUELS NEEDS SECONDARY
<br /> HH HANDHOLE TW TOP OF WALL CONTAINMENT. C290-37R SANITARY SEWER AND STORM DRAINAGE PLAN
<br /> HOR I Z HOR I ZONTAL TYP TYP I CAL 13. AT THE CONTRACTOR'S OPTION ALTERNATE METHODS OF TREATMENT OF CONSTRUCTION
<br /> HP HIGH POINT UNO UNLESS NOTED OTHERWISE PROPOSED ALT RN�ATE MET ODS MUST MEE�THESCITY OF EVERETf EFFLU NT QUAL�TYTHE 20. FUEL-POWERED STATIONARY EQUIPMENT (E.G. GENERATORS, LIGHT STANDS, COMPRESSORS, ETC.) C290-37 SANITARY SEWER AND STORM DRAINAGE PLAN
<br /> HTB HOR I ZONTAL THRUST BLOCK I NG USCC U. S. COMPOST I NG COUNC I L STANDARQS. THE CONTRACTOR SHALL SUBMIT THE ALTERNATE METHODS FOR REVIEW AND WITHIN 25 FEET OF A CATCH BASIN OR ON UNPAVED AREAS NEEDS SECONpARY CONTAINMENT.
<br /> HYD HYDRANT UT I L UT I L I TY APPROVAL PRIOR TO BEGINNING WORK.
<br /> UV ULTRAVIOLET 21 . PORTABLE SANITARY FACILITIES SHALL BE LOCATED AT LEAST 25 FEET FROM ANY STORM SEWER C528-1 PARTIAL PLAN - SITE DEMOLITtON AND TEMPORARY EROSION AND
<br /> I E I NVERT ELEVAT I ON INLET OR WATER BODY AND SHALL BE SERVICED REGULARLY AS NEEDED. SEDIMENT CONTROL
<br /> I NCL I NCLUDE, I NCLUD I NG 14. INSTALL POLYETHYLENE SHEETING SLOPE PROTECTION ON ALL DISTURBED AREAS THAT ARE 3:1 C528-2 PARTIAL PLAN - SITE, PAVING AND GRADING
<br /> INT INTERSECTION VDM VERTICAL DRAINAGE MATERIAL AND STEEPER AND 4 FEET IN HEIGHT OR GREATER IN ACCORDANCE WITH C528-3 PARTIAL PLAN - STORM AND FOUNDATION DRAINS
<br /> I NV I NVERT VERT VERT I CAL 2 22. THERE SHALL BE NO WASHOUT CONCRETE AREA ON BOEING SITE, EXCEPT IF AUTHORIZED BY
<br /> V I F VER I FY I N F I ELD C2A C528-4 BOEING ENVIRONMENTAL AFFAIRS. IF AUTHORIZED THOSE WASHOUT SHALL BE SUCH AS THE C528-4 SECTIONS AND DETAILS
<br /> JT JOINT VOL VOLUME ECO-PAN WASHOUT CONTAINMENT SYSTEM AND SERVICED ADEQUATELY. C528-5 SECTIONS AND DETAILS
<br /> VPC VERTICAL POINT OF CURVATURE
<br /> N L LENGTH VPI VERTICAL POINT OF INTERSECTION
<br /> V LARCH LANDSCAPE ARCHITECT VPT VERTICAL POINT OF TANGENCY
<br /> p LF LINEAR FEET
<br /> � LOC LOCATE, LOCATION W WATER, WEST
<br /> � LP �OW POINT W� WITH
<br /> � LT LEFT WA WASHINGTON
<br /> � WM WILLIAMETTE MERIDAN
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<br /> o MAX MAXIMUM WpJ WEAKENED PLANE JOINT
<br /> � MECH MECHANICAL WSDOT WASHINGTON STATE DEPARTMENT
<br /> � MFG MANUFACTURING OF TRANSPORTATION
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<br /> � SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN I L CURRENT REVISION SYMBOL DATE �
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<br /> � ORIG 40-92 BUILDING EXPANSION W2829162 MKA 5.24.16 �`� o� wnsN� �'�r THIS DESIGN AND/OR CHECKED NOTES, ABBREVIATIONS AND DRAWING LIST w2829� 62 I � 5.24.16 \
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