9620 19TH AVE SE 9620 AND 9702 2025-07-14

LEGEND ABBREVIATIONS PTN. OF SE 1/4,SE 1/4 OF SEC 18,TWP 28 N, R5E W.M. CITY OF EVERETT STANDARD PLAN NOTES EXISTING PROPOSED AC ASPHALT CONCRETE PAVEMENT EDP EDGE OF PAVEMENT PL PLACE TESL } o LL ROADWAY CENTERLINE - - - - AP ANGLE POINT ESC EROSION AND SEDIMENT CONTROL PT POINT OF TANGENCY ro m ATB ASPHALT TREATED BASE ESD ENTERING SIGHT DISTANCE PW POINT OF VERTICAL INTERSECTION 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL(ESC)PLAN DOES NOT CONSTITUTE APPROVAL OF PROJECT BOUNDARY LINE - - - - AVE AVENUE ESMT. EASEMENT PUE PUBLIC UTILITY EASEMENT PERMANENT ROAD OR DRAINAGE DESIGN(E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, PROPERTY BOUNDARY LINE BCR BEGIN CURB RETURN EVA EMERGENCY VEHICLE ACCESS PWS PUBLIC WORKS STANDARDS CHANNELS, RETENTION FACILITIES, UTILITIES). BOC BACK OF CURB EXIST. EXISTING REOb. REQUIRED 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND N RIGHT-OF-WAY LINE - - - - BOW BOTTOM OF WALL FL FLOW LINE ROW RIGHT-OF-WAY UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CASP CRITICAL AREA SITE PLAN FL. FLANGE RT RIGHT a EASEMENT LINE - - -- --- -- - ¢ CENTERLINE FOC FACE OF CURB S SOUTH CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION ANDSCAPING IS ESTABLISHED. CB CATCH BASIN HORIZ HORIZONTAL SD STORM DRAIN J. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE EDGE OF PAVEMENT LINE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE k CDF CONTROLLED DENSITY FILL If INVERT ELEVATION SP SPACE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE 10'CONTOUR LINE ------290------ CMP CORRUGATED METAL PIPE INT INTERSECTION SS SANITARY SEWER APPLICANT CONTRACTOR FOR THE DURATION OF CONSTRUCTION. m COE CITY OF EVERETT LCPE LINED CORRUGATED POLYETHYLENE SSD STOPPING SIGHT DISTANCE 4. THE ESC ACILIVES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING 2'CONTOUR LINE ------------- CONC.. CONCRETE PIPE STA STATION AND GRADING ENTER AND IN SUCH MANNER A TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN SANITARY SEWER MAIN SS -SS SS- CONN. CONNECTION LF LINEAL FEET TEDI TEMPORARY EROSION AND WATER RD NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY w CONT. CONTINUOUS LT LEFT SEDIMENT CONTROL STANDARDS. � z WATER LINE W ------------- CPP CORRUGATED POLYETHYLENE PIPE LUI LAND USE INSPECTOR TOC TOP OF CURB 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE < (W//SMOOTH INTERIOR WALLS) MAX. MAXIMUM TYP. TYPICAL CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED z o FIRE SUPPLY F -F-F-F-F-F-F-F- CSBC CRUSHED SURFACING BASE COURSEMSE MECHANICALLY STABILIZED EARTH TBW TOP BACK OF WALK o STORM PIPE SID CSTC CRUSHED SURFACING TOP COURSE MH MANHOLE TOW TOP OF WALL ; FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT m o DIAL DIAMETER MIN. MINIMUM UNO UNLESS N07ED OTHERWISE LEAVE THE SITE. w m o GAS LINE GAS GAS DI DUCTILE IRON MJ MECHANICAL JOINT VERT. IIER77CAL 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT/CONTRACTOR FENCE LINE X DW DRIVEWAY N NORTH WSDOT WASHINGTON DEPT. OF TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER STORM EVENTS. E EAST NIC NOT IN CONTRACT TRANSPORTATION 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A POWER LINE OP ECR END CURB RETURN O.C. ON CENTER yy/ yylb{ MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. F PC POINT OF CURVATURE W 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED a EDDS ENGINEERING DESIGN AND WEST a BURIED POWER LINE BP PE PLAIN END CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE DEVELOPMENT STANDARDS PIS WATER SERVICE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. UTILITY EASEMENT - - - - - - - - - EL. ELEVATION PI POINT OF INTERSECTION 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND o TELEPHONE LINE T MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE z BURIED TELEPHONE LINE GENERAL PROJECT NOTES THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT TRACKED SWALE 1. ALL WORKMANSHIP, METHODS AND MATERIALS FOR THIS PROJECT SHALL CONFORM TO THE LATEST ED17ION OF THE STANDARD OFF THE SITE. CONTRACTOR SHALL KEEP CITY STREETS CLEAR OF DIRT AND DEBRIS AT ALL TIMES gLELY- SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PRODUCED BY WSDOT AND THE WASHINGTON STATE CHAPTER OF DURING CONSTRUCTION. DUST SUPPRESSION AND STREET CLEANING MUST OCCUR AS DIRECTED BY THE .aJ CAB SILT FENCE -X-X-X-X-X- THE APWA; CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR DEVELOPMENT AND ANY SPECIAL PUBLIC WORKS INSPECTOR. TEMP. CONSTRUCTION FENCING -0-0-0- PROVISIONS PROVIDED BY THESE PLANS OR OTHER CONTRACT DOCUMENTS FOR THE PROJECT. 11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES IF 2. EXISTING UTIL177ES ARE SHOWN IN THESE PLANS PER THE LATEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE THE PROPOSED BMPS FAIL. z CLEARING LIMIT - LOCATIONS OF ALL UTILITIES AND RELATED SURFACE FEATURES WITHIN THE PROJECT AREA AND NOTIFY THE ENGINEER OF ANY 12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2 SANITARY SEWER CLEAN OUT p DISCREPANCIES WITH THE PLAN INFORMATION PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL,AT MINIMUM, CONTACT THE DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH UNDERGROUND UTILITIES LOCATE CENTER(811) TO HAVE UTILITIES VERIFIED ON THE GROUND PRIOR TO CONSTRUCTION. SEPTEMBER 30. o�F 54944 SANITARY SEWER MANHOLE O 3. THE TEMPORARY EROSION AND SEDIMENTATION CONTROL(TESL)MEASURES SHOWN IN THESE PLANS SHALL BE CONSIDERED A MINIMUM. 13. NOTIFY THE CITY PUBLIC WORKS INSPECTOR AT LEAST 24 HOURS PRIOR TO DEWATERING ACTIVITIES. 'OFg cT S'rS THE CONTRACTOR SHALL PROVIDE ANY REASONABLE ADDITIONAL MEASURES AS MAY BE REQUIRED TO FACILITATE ACTUAL SITE RUNOFF HANDLE HIGHLY TURBID OR OTHERWISE CONTAMINATED DEWATERING WATER SEPARATELY FROM srOrvAL ry0 STORM DRAIN CATCH BASIN- TYPE I ❑ CONDITIONS AT THE TIME OF CONSTRUCTION. ALL NECESSARY EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN-PLACE STORMWATER. STORM DRAIN CATCH BASIN- TYPE 11 ❑ � PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITIES. 14. THE APPROVED PROJECT PUBLIC WORKS PERMIT AND SWPPP SHALL BE RETAINED ON SITE OR READILY O 4. ALL NEW PAVEMENT, SIDEWALKS, AND CURB AND GUTTER INSTALLED BY THIS PROJECT SHALL BEAR ON SUITABLE, COMPACT AVAILABLE TO THE CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT.STORM DRAIN INLET(NO CATCH) O FOUNDATION SOILS IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND PROJECT CONTRACT DOCUMENTS. 15. DESIGN, INSTALL, IMPLEMENT,AND MAINTAIN EFFECTIVE POLLUTION PREVENTIONTHE AS-BUILT INFORMATION MEASURES TO MINIMIZE SHOWN -B THIS PLAN IS PER STORM DRAIN CULVERT K--- �� SIMILAR EXISTING FACILITIES TO REMAIN, WHICH ARE DISTURBED OR DAMAGED DURING CONSTRUCTION, SHALL BE REPLACED W-KIND TO THE DISCHARGE OF POLLUTANTS. THE SAME STANDARDS OF NEW FACILITIES. 16. PROTECT ALL LID BMPS FROM SEDIMENTATION THROUGH INSTALLATION AND MAINTENANCE OF EROSION A FIELD SURVEY PERFORMED WATER CAP/PLUG ] 5. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE WSDOT STANDARD PLANS AND SPECIFICATIONS AS AMENDED OR SUPPLEMENTED BY AND SEDIMENT CONTROL BMPS ON PORTIONS OF THE SITE THAT DRAIN INTO THE LID BMPS. BY MEAD GILMAN ASSOCIATES THE PROJECT PLANS, DETAILS, AND SPECIFICATIONS AS PROVIDED IN THE CONTRACT DOCUMENTS. AND/OR RECORD DATA WATER COUPLING 6. ALL EXISTING ON-SITE WELLS OR SEPTIC TANKS SHALL BE PROPERLY ABANDONED BY A LICENSED CONTRACTOR, CERTIFIED TO PERFORM STDRMDRAINAGE PROVIDED BY THE GUARD POST 0 • SUCH WORK, AND WRITTEN VERIFICATION OF ABANDONMENT SHALL BE PROVIDED TO THE OWNER, WASHINGTON STATE DEPARTMENT OF CONTRACTOR. ECOLOGY, AND SNOHOMISH COUNTY HEALTH DEPARTMENT IN ACCORDANCE WITH APPLICABLE AGENCY REGULATIONS. 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS REDUCER ► 7. THE MATERIALS AND METHODS OF INSTALLATION FOR ALL WATER AND SANITARY SEWER FACILITIES SHALL BE IN ACCORDANCE WITH THE BEEN INSPECTED, TESTED, AND ACCEPTED BY THE CITY OF EVERETT. THRUST BLOCK a LATEST CITY OF EVERETT STANDARDS. B. AT LEAST TWO COPIES OF THESE PLANS SHALL BE ON THE JOB SITE WHEN CONSTRUCTION IS IN PROGRESS. THE CONTRACTOR SHALL 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND CONSTRUCTION WATER METER IE 0 ALSO HAVE COPIES OF THE APPLICABLE REGULATORY AGENCY STANDARDS AVAILABLE AT THE JOB SITE DURING THE RELATED STANDARDS AND STANDARD SPECIFICATIONS AND THE WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, z 2 NOZZLE FIRE HYDRANT CONSTRUCTION OPERATIONS. ALL APPLICABLE PERMITS SHALL BE OBTAINED PRIOR TO ANY CONSTRUCTION ACTIVITY. ONE COMPLETE SET BIRGDE, AND MUNICIPAL CONSTRUCTION(CURRENT EDITION). co0a OF PROJECT PLANS WITH RECORDS OF AS-BUILT INFORMATION SHALL BE PROVIDED TO THE PROJECT ENGINEER AT THE END OF THE z 3 NOZZLE FIRE HYDRANT PROJECT. J. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND = 9. THE CONTRACTOR SHALL COORDINATE ACTIVITIES OF ALL UTILITY PURVEYORS IMPACTED BY WORK FOR THIS PROJECT AND SHALL ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF a FLANGE/BOND FL JOINT II II CONTACT THEM PRIOR TO CONSTRUCTION TO SCHEDULE WORK FOR PROVISIONS FOR AND BE RESPONSIBLE TO SUPPORT, MAINTAIN, OR LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING U 3 MECHANICAL JOINT L L OTHERWISE PROTECT AND KEEP IN SERVICE ALL EXISTING UTILITIES WHETHER SHOWN OR NOT SHOWN ON THESE PLANS DURING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR CONSTRUCTION. AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF O Z PUSH-ON/HUB JOINT C C 10. UTILITIES, OR INTERFERING PORTIONS OF UTILITIES, THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY THE CONTRACTOR TO THE RELATED CONSTRUCTION ON THE PROJECT. Z o EXTENT NECESSARY TO COMPLETE THE PROPOSED WORK. THE CONTRACTOR SHALL PLUG THE REMAINING EXPOSED ENDS OF ABANDONED o THREAD JOINT UTILITIES. CUTTING AND PLUGGING OF LINES TO BE ABANDONED SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK PERFORMED. -1 sx 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY AIR RELIEF VALVE 1� 11. IT SHALL BE THE RESPONSIBILITY RI THE CONTRACTOR SITE ENSURE THAT ALL PROVISIONS AT THE SOILS REPORT FOR THE SITE BE FOR LINE AND GRADE PRIOR TO STARING CONSTRUCTION. o OBSERVED AND COMPLIED WITH DURING ALL PHASES OF SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB AND PAVING BLOW-OFF VALVE P 1 CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IMMEDIATELY OF ANY PROVISION OF THE SOIL REPORT WHICH W = 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP NO WASTE, DRAINS TO STREAM, LAKE, Z o BUTTERFLY VALVE do W CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRES FURTHER CLARIFICATION. RIVER, PUGET SOUND, OR WETLAND."CHOOSE APPROPRIATE FEATURE FOR THE PROJECT. W y 12. THE OWNER SHALL OBTAIN THE SERVICES OF A QUALIFIED SOILS ENGINEER AND/OR TESTING AGENCY TO PERFORM SUBGRADE/BACKFILL 6. SHALL COMPLY WITH EVERETT MUNICIPAL CODE(EMC), CITY ADOPTED STORMWATER MANAGEMENT MANUAL, CHECK VALVE N DENSITY TESTS OR TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY UNSUITABLE MATERIALS DURING CONSTRUCTION. A POLICIES AND CRITERIA SET FORTH IN 7H GATEGENERAL VALVE E CITY OF EVERETTS DESIGN AND CONSTRUCTION STANDARDS ASLU O H REPRESENTATIVE OF THE SOILS ENGINEER AND OR TESTING AGENCY SHALL BE AVAILABLE TO OBSERVE AND TO VERIFY FIELD f- Q / CONDITIONS AS WORK PROCEEDS. THE SOILS NGINEER SHALL SUBMIT FIELD REPORTS AS REQUIRED TO CERTIFY THE METHODS AND SPECIFICATIONS PLUG VALVE MATERIALS ARE IN ACCORDANCE WITH PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE THE APPROPRIATE SOILS CC INSPECTIONS AND TESTING. WATER Q C U) GAS METER ® C 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL DURING CONSTRUCTION ADJACENT TO OR WITHIN Z GAS VALVE ALL PUBLIC ROADWAYS. TRAFFIC CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. A THE CONTRACTOR LLl O m u A. NO CONNECTION SHALL MAINTAIN ACCESS TO ALL PRIVATE PROPERTY DRIVEWAYS DURING CONSTRUCTION. BACKFLOW PREVENTION THE EXISTING MAINS WILL BE ALLOWED EXCEPT DEVICE PRIOR TO SATISFACTORYTESTING, MEANS OF AN APPROVED FLUSHING, TESTING, DISINFECTION, AND RECEIPT a CL ~ PAD MOUNTED TRANSFORMER ❑0 0 OF SATISFACTORY BACTERIOLOGICAL TEST RESULTS Q POWER VAULT © © CLEARING AND GRADING NOTES w B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE CITY UTILITIES DEPARTMENT AT � or TRANSMISSION TOWER(SCALEABLE) THE DEVELOPER'S EXPENSE. THE CITY UTILITIES DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS z m UTILITY POLE o A. ALL ENVIRONMENTALLY SENSITIVE AREAS AND THEIR BUFFERS SHALL BE FLAGGED FOR EASY IDENTIFICATION BEFORE CLEARING TAKES DAYS NOTICE FOR EACH CONNECTION. THE CITY UTILITIES DEPARTMENT SHALL THEREAFTER DETERMINE THE PLACE. AFTER THESE AREAS ARE FLAGGED AND CLEARING LIMITS ARE APPROVED, AN AREA WIDE ENOUGH TO INSTALL A SILT FENCE DATE AND TIME AT WHICH THE CONNECTION SHALL BE MADE. O Q POWER POLE ff AT THE CLEARING LIMITS, BY HAND OR BY MECHANICAL METHODS, MAY BE CLEARED. THE TOP OF THE SILT FENCE SHALL BE 0 REFLAGGED AFTER INSTALLATION. IF A SILT FENCE IS NOT REQUIRED, THE AREA SHALL BE DELINEATED USING AN ORANGE BARRIER. C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS. UTILITY POLE ANCHOR E E---- C> W TELEPHONE RISER o . B. ALL PERIMETER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED, OPERATIONAL, AND INSPECTED BY THE PUBLIC WORKS D. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF CONSTRUCTION. J CZ w INSPECTOR PRIOR TO INITIATION OF CLEARING AND GRUBBING OPERATIONS. THE CITY OF EVERETT ENGINEERING DEPARTMENT CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 < m W w TELEPHONE VAULT m T� HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. J BUS STOP eus eus C. DANGER TREES SHALL BE IDENTIFIED THROUGH A JOINT INSPECTION INVOLVING BOTH THE DEVELOPER AND PUBLIC WORKS INSPECTOR. o NO TREES SHALL BE REMOVED UNTIL PERMISSION IS OBTAINED FROM THE APPROPRIATE PARTIES. E. THE DEVELOPER OR THE DEVELOPERS AUTHORIZED AGENT SHALL NOTIFY THE CITY OF UTILITIES f`� MAIL BOX o - DEPARTMENT OF A PERSON WHO CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A V RIP RAP I& D. WHERE POSSIBLE, NATURAL VEGETATION SHALL BE MAINTAINED FOR EROSION AND SEDIMENT CONTROL. 24 HOUR BASIS. ROCKERY CXDEDO E. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED F. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION BETWEEN POTABLE CLIENT SHRUB AND/OR ALTERED AS REQUIRED TO ENSURE CONTINUING EROSION/SEDIMENT CONTROL. AND NON-POTABLE CONVEYANCE SYSTEMS. GENERAL SIGN F. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT G. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY CITY UTILITIES DEPARTMENT PERSONNEL ONLY. ALL o 1 CLEARING AND/OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR VALVES, NEW AND EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES. PACIFIC RIDGE HOMES _ REGULATORY SIGN EROSION HAS PASSED. 17921 BOTH ELL-EVERETT HWY TREE(CONIFER) SANITARYSEWER SUITE 100 i G. AT A MINIMUM, EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED MONTHLY, OR FOLLOWING EACH RUNOFF-PRODUCING BOTHELL,WA 98012 TREE(DECIDUOUS) O O STORM, TO ENSURE PROPER OPERATION OF ALL EROSION AND SEDIMENT CONTROL FACILITIES. A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND WSDOT/APWA (425)438-8444 YARD LIGHT R }( H. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE, NOR LOCATION OF PERMANENT PIPES, RESTRICTORS, STANDARD SPECIFICATIONS. BRIDGE/TUNNEL x-- OR DETENTION FACILITIES, BUT IS AN APPROVAL OF EROSION AND SEDIMENT CONTROL BMPS ONLY. B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT w HAS BEEN TESTED, INSPECTED, AND APPROVED BY THE CITY INSPECTOR. e ASPHALT PAVEMENT 0 0 1. THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM THE SITE WILL NOT BE ALLOWED. FAILURE TO i CONCRETE COMPLY WITH THIS CONDITION WILL RESULT IN ALL WORK ON THE SITE BEING STOPPED. C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF C I P I H J. THE WASHINGTON STATE CLEAN AIR ACT REQUIRES THE USE OF ALL KNOWN, AVAILABLE, AND REASONABLE MEANS OF CONTROLLING LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH AIR POLLUTION, INCLUDING DUST. DUST CAN BE CONTROLLED BY WETTING EXPOSED SOILS, WASHING TRUCK WHEELS BEFORE THEY EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS i LEAVE THE SITE, AND INSTALLING AND MAINTAINING ROCK CONSTRUCTION ENTRANCES. CONSTRUCTION VEHICLE TRACKOUT IS A MAJOR INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSULTANTS SOURCE OF DUST AND ANY EVIDENCE OF TRACK-OUT CAN TRIGGER FINES FROM THE DEPARTMENT OF ECOLOGY OR THE PUGET SOUND COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. im AIR POLLUTION CONTROL AGENCY. Site Planning•CAEngineering K. EVERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES BY THE END OF THE DAY AND MATERIAL EXCAVATED DURING UNDERGROUND D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY LandscapeArchiecture•LandUseConsultiing SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. n3z1-e Ne lsmh sneer o UTILITY CONSTRUCTION SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES(WHERE CONSISTENT WITH SAFETY AND SPACE Hdd.W.WA98(34,14P5128 M) CONSIDERATIONS). o a IWe.teheeeWA 9MI•(509)2917731 Y w.c p h c o n s u I t a n t s.c oPROJECT NO. �I oQ 0132-21-028 irn DRAWING C0.01 o\ a� C SHEET 2 OF 45 R a11b:me1e. ®2022avHeonseiceeu,_e.nn Rirn:Resemea.