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TBLO/C`'�1� PTN. OF SW 1/4,SE 1/4 OF SEC 14,TWP 28 N, R4E W.M.
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<br /> R LEGEND ABBREVIATIONS CITY OF EVERETT STANDARD PLAN NOTES
<br /> A O EXISTING PROPOSED AC ASPHALT CONCRETE PAVEMENT EOP EDGE OF PAVEMENT PL PLACE TESL
<br /> N AP ANGLE POINT ESC EROSION AND SEDIMENT CONTROL PT POINT OF TANGENCY
<br /> < ROADWAY CENTERLINE - - - - ATB ASPHALT TREATED BASE ESD ENTERING SIGHT DISTANCE PVI POINT OF VERTICAL INTERSECTION 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL(ESC)PLAN DOES NOT CONSTITUTE APPROVAL OF
<br /> N =m 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,
<br /> o rn BCR BEGIN CURB RETURN EVA EMERGENCY VEHICLE ACCESS PWS PUBLIC WORKS STANDARDS CHANNELS, RETENTION FACILITIES, UTILITIES).
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<br /> PROPERTY BOUNDARY LINE BOC BACK OF CURB EXIST. EXISTING REQD. REQUIRED 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE,REPLACEMENT,AND
<br /> 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
<br /> ro CASP CRITICAL AREA SITE PLAN FL. FLANGE RT RIGHT
<br /> o O EASEMENT LINE - - - - - - - - -- - -- -- - CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION ANDSCAPING IS ESTABLISHED.
<br /> ¢ CENTERLINE FOC FACE OF CURB S SOUTH J. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PL N SHALL BE CLEARLY FLAGGED IN THE
<br /> v < �• EDGE OF PAVEMENT LINE CB CATCH BASIN HORIZ HORIZONTAL SO STORM DRAIN FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE
<br /> 0, 0 CDF CONTROLLED DENSITY FILL IE INVERT ELEVATION SP SPACE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE o
<br /> 10'CONTOUR LINE ------290------ CMP CORRUGATED METAL PIPE INT INTERSECTION SS SANITARY SEWER
<br /> CD COE CITY OF EVERETT LCPE LINED CORRUGATED POLYETHYLENE SSD STOPPING SIGHT DISTANCE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. a
<br /> �. 2'CONTOUR LINE ------------- 4. THE ESC FACIL171ES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARINGCD m
<br /> CONC. CONCRETE PIPE STA STATION z w
<br /> AND GRADING ACTIVITIES AND IN SUCH MANNER f TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN SANITARY SEWER MAIN SS -SS SS- CONN. CONNECTION LF LINEAL FEET TE TEMPORARY EROSION AND WATER NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY h y
<br /> CONT. CONTINUOUS LT LEFT SEDIMENT CONTROL STANDARDS.
<br /> S. >
<br /> WATER LINE W ------------- CPP CORRUGATED POLYETHYLENE PIPE LUI LAND USE INSPECTOR TOC TOP OF CURB w
<br /> rW/SMOOTH INTERIOR WALLS MAX. MAXIMUM TIP. TYPICAL 5. THE ETC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE ¢ w
<br /> FIRE SUPPLY F -F-F-F-F-F-F-F- y�,5 ) MSE MECHANICALLY STABILIZED EARTH TBW TOP BACK OF WALK CONDITIONS DURING THE CONSTRUCTION PERIOD, THESE ESC SEDIMENT
<br /> AND SHALL NT UPGRADED AS NEEDED
<br /> CSBC USHED SURFACING BASE COURSE MH MANHOLE TOW TOP OF WALL FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT ro
<br /> STORM PIPE SD CSTC CRUSHED SURFACING TOP COURSE MIN. MINIMUM UNO UNLESS NOTED OTHERWISE LEAVE THE SITE. a �
<br /> DIA. DIAMETER MJ MECHANICAL JOINT UNO VERTICAL
<br /> GAS LINE GAS GAS DI DUCTILE IRON 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT/CONTRACTOR
<br /> FENCE LINE X DW DRIVEWAY N NORTH WSDOT WASHINGTON DEPT. OF TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER STORM EVENTS.
<br /> 7.
<br /> NIC NOT IN CONTRACT TRANSPORTATION
<br /> POWER LINE OP ECR END THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A o
<br /> TCURB RETURN O.C. ON CENTER W NgTIi MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. z
<br /> EDDS ENGINEERING DESIGN AND PC POINT OF CURVATURE W� KWESTITH 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED
<br /> BURIED POWER LINE BP DEVELOPMENT STANDARDS PE PLAIN END WS WATER SERVICE CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE
<br /> CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM.
<br /> UTILITY EASEMENT EL. ELEVATION PI POINT OF INTERSECTION 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND
<br /> TELEPHONE LINE T MAINTAINED
<br /> LL THE AREAS ARE THE
<br /> FOR ON OF CLEAN PROJECTDURATION RATION MEASURESF THE MAY
<br /> BE REQUIRED TO ENSURE S� p
<br /> BURIED TELEPHONE LINE _ET GENERAL PROJECT NOTES THAT.
<br /> 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT TRACKED
<br /> SWALE --- --- 1. ALL WORKMANSHIP, METHODS AND MATERIALS FOR THIS PROJECT SHALL CONFORM TO THE LATEST EDITION OF THE STANDARD OFF THE SITE. CONTRACTOR SHALL KEEP CITY STREETS CLEAR OF DIRT AND DEBRIS AT ALL TIMES
<br /> 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 7HE
<br /> 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. F
<br /> TEMP. CONSTRUCTION FENCING -0-0-0-
<br /> 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
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<br /> 2. EXISTING UTILITIES ARE SHOWN IN THESE PLANS PER THE LATEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE THE PROPOSED BMPS FAIL. oNpL 07.
<br /> CLEARING LIMIT - - - LOCATIONS OF ALL UTILITIES AND RELATED SURFACE FEATURES W17HIN 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 t�
<br /> SANITARY SEWER CLEAN OUT p DISCREPANCIES WITH THE PLAN INFORMATION PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL, AT MINIMUM, CONTACT THE DAYS FRO OCTOBER i THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH y'>-
<br /> UNDERGROUND UTILITIES LOCATE CENTER(811) TO HAVE UTILITIES VERIFIED ON THE GROUND PRIOR TO CONSTRUCTION. SEPTEMBER 30. 'y
<br /> 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.
<br /> - THE CONTRACTOR SHALL PROVIDE ANY REASONABLE ADD 177ONaL MEASURES AS MAY BE REQUIRED TO FACILITATE ACTUAL SITE RUNOFF HANDLE HIGHLY TURBID OR OTHERWISE CONTAMINATED DEWATERING WATER SEPARATELY FROM
<br /> STORM DRAIN CATCH BASIN- TYPE I ❑ CONDITIONS AT THE TIME OF CONSTRUCTION. ALL NECESSARY EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN-PLACE STORMWATER.
<br /> STORM DRAIN CATCH BASIN- TYPE 11 O � 14. THE APPROVED PROJECT PUBLIC WORKS PERMIT AND SWPPP SHALL BE RETAINED ON SITE OR READILY
<br /> PRIOR W ANY DEMOLITION OR CONSTRUCTION ACTIVITIES AVAILABLE TO THE CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT.
<br /> 4. ALL NEW PAVEMENT, SIDEWALKS, AND CURB AND GUTTER INSTALLED BY THIS PROJECT SHALL BEAR ON SUITABLE, COMPACT 15. DESIGN, INSTALL, IMPLEMENT, AND MAINTAIN EFFECTIVE POLLUTION PREVEN7ION MEASURES TO MINIMIZE
<br /> STORM DRAIN INLET( CATCH) 0 FOUNDATION SOILS IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND PROJECT CONTRACT DOCUMENTS THE DISCHARGE OF POLLUTANTS.
<br /> STORM DRAIN CULVERT
<br /> G---� �� SIMILAR EXISTING FACILITIES TO REMAIN, WHICH ARE DISTURBED OR DAMAGED DURING CONSTRUCTION, SHALL BE REPLACED IN-KIND TO 16. PROTECT ALL LID BMPS FROM SEDIMENTATION THROUGH INSTALLATION AND MAINTENANCE OF EROSION
<br /> THE SAME STANDARDS OF NEW FACILITIES.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.
<br /> THE PROJECT PLANS, DETAILS, AND SPECIFICATIONS AS PROVIDED IN THE CONTRACT DOCUMENTS.
<br /> WATER COUPLING
<br /> 6. ALL EXISTING ON-SITE WELLS OR SEPTIC TANKS SHALL BE PROPERLY ABANDONED BY A LICENSED CONTRACTOR, CERTIFIED TO PERFORM STORM DRAINAGE z
<br /> GUARD POST 0 0 SUCH WORK, AND WRITTEN VERIFICATION OF ABANDONMENT SHALL BE PROVIDED TO THE OWNER, WASHINGTON STATE DEPARTMENT OF
<br /> 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 z
<br /> REDUCER D ► 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. s
<br /> THRUST BLOCK a LATEST CITY OF EVERETT STANDARDS.
<br /> 8. 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 3
<br /> WATER METER ® a 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,
<br /> CONSTRUCTION OPERATIONS. ALL APPLICABLE PERMITS SHALL BE OBTAINED PRIOR TO ANY CONSTRUCTION ACTIVITY. ONE COMPLETE SET BIRGDE AND MUNICIPAL CONSTRUCTION(CURRENT EDITION). z
<br /> 2 NOZZLE FIRE HYDRANT A OF PROJECT PLANS WITH RECORDS OF AS-BUILT INFORMATION SHALL BE PROVIDED TO THE PROJECT ENGINEER AT THE END OF THE
<br /> 3 NOZZLE FIRE HYDRANT PROJECT. J. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND tW-
<br /> 9. THE CONTRACTOR SHALL COORDINATE ACTIVITIES OF ALL U7ILITY PURVEYORS IMPACTED BY WORK FOR THIS PROJECT AND SHALL ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF O y
<br /> FLANGE/BOND FL JOINT 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 Z g
<br /> 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 J O
<br /> MECHANICAL JOINT CONSTRUCTION. o
<br /> AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF Q o
<br /> PUSH-ON/HUB JOINT C C 10. UTILITIES, ORINTERFERING PORTIONS OF UTILITIES, THAT ARE ABANDONED IN PLACE SHALL BE REMOVED THE CONTRACTOR TO THE RELATED CONSTRUCTION ON THE PROJECT. L ,�
<br /> EXTENT NECESSARY
<br /> EXPOSED TO COMPLETE THE PROPOSED WORK. THE CONTRACTOR SHALL PLUG THE REMAINING EXPOSED ENDS OF ABANDONED W
<br /> THREAD JOINT UTILITIES. CUTTING AND PLUGGING OF LINES TO BE ABANDONED SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK PERFORMED. 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY z
<br /> AIR RELIEF VALVE I f�l' 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. CW7
<br /> OBSERVED AND COMPLIED WITH DURING ALL PHASES OF SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB AND PAVING
<br /> BLOW-OFF VALVE P 1 CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IMMEDIATELY OF ANY PROVISION OF THE SOIL REPORT WHICH 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED 'BUMP NO WASTE, DRAINS TO STREAM, LAKE, (-
<br /> CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRES FURTHER CLARIFICATION. W Z
<br /> BUTTERFLY VALVE A 1412. THE OWNER SHALL OBTAIN THE SERVICES OF A QUALIFIED SOILS ENGINEER ANDKOR 7ESTNG AGENCY TO PERFORM SUBGRADE/BACKFILL RIVER, PUGET SOUND, OR WETLAND."CHOOSE APPROPRIATE FEATURE FOR THE PROJECT. CC Q
<br /> 6. SHALL COMPLY WITH EVERETT MUNICIPAL CODE(EMC), CITY ADOPTED STORMWATER MANAGEMENT MANUAL, C
<br /> CHECK VALVE PSI N DENSITY TESTS OR TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY UNSU TABLE MATERIALS DURING CONSTRUCTION. A POLICIES AND CRITERIA SET FORTH IN THE CITY OF EVERETTS DESIGN AND CONSTRUCTION STANDARDS& Z
<br /> REPRESENTATIVE OF THE SOILS ENGINEER AND�OR TESTING AGENCY SHALL BE AVAILABLE TO OBSERVE AND TO VERIFY FIELD SPECIFICATIONS Q W O
<br /> GATE/GENERAL VALVE A N CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS AS REQUIRED TO CERTIFY THE METHODS AND
<br /> PLUG VALVE IM
<br /> MATERIALS ARE IN ACCORDANCE WITH PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE THE APPROPRIATE SOILS D
<br /> INSPECTIONS AND TESTING. WATER
<br /> GAS METER O O 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL DURING CONSTRUCTION ADJACENT TO OR WITHIN W
<br /> ALL PUBLIC ROADWAYS. TRAFFIC CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR
<br /> GAS VALVE cG SHALL MAINTAIN ACCESS TO ALL PRIVATE PROPERTY DRIVEWAYS DURING CONSTRUCTION. A. NO CONNECTION THE EXISTING MAINS WILL BE ALLOWED EXCEPT MEANS OF AN APPROVED Er
<br /> PAD MOUNTED TRANSFORMER OF KFLOWSA1 SF OPREVE Y NN LTION DEVICE PRIOR TO SATISFACTORY FLUSHING, TE TESTING, DISINFECTION, AND RECEIPT 7 co
<br /> POWER VAULT o o CLEARING AND GRADING NOTES B. CONNECTIONS TO TAPS ONCEXISTING MAINS WILL BE MADE BY THE CITY UTILITIES DEPARTMENT AT z �: Q
<br /> TRANSMISSION TOWER(SCALEABLE) THE DEVELOPER'S EXPENSE. THE CITY UTILITIES DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS O
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<br /> 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 __:1W
<br /> 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. z m W
<br /> POWER POLE AT THE CLEARING LIMITS, BY HAND OR BY MECHANICAL METHODS, MAY BE CLEARED. THE TOP OF THE SILT FENCE SHALL BE Lu
<br /> UTILITY POLE ANCHOR 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. w a o
<br /> 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. W
<br /> INSPECTOR PRIOR TO INITIATION OF CLEARING AND GRUBBING OPERATIONS. THE CITY OF EVERETT ENGINEERING DEPARTMENT CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24
<br /> TELEPHONE VAULT OT FT HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
<br /> BUS STOP eus eus C. DANGER TREES SHALL BE IDENTIFIED THROUGH A JOINT INSPECTION INVOLVING BOTH THE DEVELOPER AND PUBLIC WORKS INSPECTOR.
<br /> NO TREES SHALL BE REMOVED UN71L PERMISSION IS OBTAINED FROM THE APPROPRIATE PARTIES. E. THE DEVELOPER OR THE DEVELOPERS AUTHORIZED AGENT SHALL NOTIFY THE CITY OF UTILITIES CLIENT
<br /> MAIL BOX DEPARTMENT
<br /> D. WHERE POSSIBLE, NATURAL VEGETATION SHALL BE MAINTAINED FOR EROSION AND SEDIMENT CONTROL. 24HOURE A PERSON WHO CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A
<br /> RIP RAP BASIS.�
<br /> ROCKERY 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 PACIFIC RIDGE HOMES
<br /> o AND/OR ALTERED AS REQUIRED TO ENSURE CONTINUING EROSION/SEDIMENT CONTROL. AND NON-POTABLE CONVEYANCE SYSTEMS. 17921 BOTHELL-EVERETT HWY
<br /> _ SHRUB (�3 { SUITE 100
<br /> GENERAL SIGN a i 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 BOTHELL,WA 98012
<br /> _ 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. PHONE:LL,WA
<br /> REGULATORY SIGN -9444
<br /> EROSION HAS PASSED.
<br /> 3 TREE(CONIFER) G. AT A MINIMUM, EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED MONTHLY, OR FOLLOWING EACH RUNOFF-PRODUCING
<br /> TREE(DECIDUOUS) O G STORM, TO ENSURE PROPER OPERATION OF ALL EROSION AND SEDIMENT CONTROL FACILITIES.
<br /> m YARD LIGHT M _ )K - H. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE, NOR LOCATION OF PERMANENT PIPES, RESTRICTORS, I T
<br /> BRIDGE/TUNNEL x_-x OR DETENTION FACILITIES BUT IS AN APPROVAL OF EROSION AND SEDIMENT CONTROL BMPS ONLY. CIH
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<br /> " ASPHALT PAVEMENT 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
<br /> CONCRETE COMPLY WITH THIS CONDITION WILL RESULT IN ALL WORK ON THE SITE BEING STOPPED. CONSULTANTS
<br /> THE WASHINGTON STATE CLEAN AIR ACT REQUIRES THE USE OF ALL KNOWN, AVAILABLE, AND REASONABLE MEANS OF CONTROLLING Site Planning-Civil Fngineehng
<br /> AIR POLLUTION, INCLUDING DUST. DUST CAN BE CONTROLLED BY WETTING EXPOSED SOILS, WASHING TRUCK WHEELS BEFORE THEY Laidscope Architecture•Land Use Consulting
<br /> LEAVE THE SITE, AND INSTALLING AND MAINTAINING ROCK CONSTRUCTION ENTRANCES. CONSTRUCTION VEHICLE TRACKOUT IS A MAJOR 11321-ENE12am Sheet
<br /> SOURCE OF DUST AND ANY EVIDENCE OF TRACK-OUT CAN TRIGGER FINES FROM THE DEPARTMENT OF ECOLOGY OR THE PUGET SOUND Id Maod,WA 9E034•(425)285-2390
<br /> o> AIR POLLUTION CONTROL AGENCY. i0l sown wenalcnee A-,saue c3
<br /> Wenatchee.WA 9EE01.(50)2M731
<br /> ml w K. EVERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES BY THE END OF THE DAY AND MATERIAL EXCAVATED DURING UNDERGROUND w.cPncans,dranr:.cam
<br /> UTILITY CONSTRUCTION SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES(WHERE CONSISTENT WITH SAFETY AND SPACE PROJECT NO.
<br /> o CONSIDERATIONS). 0132-21-026
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<br /> DRAWING
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<br /> a� Nh whzrs below. SHEET 2 OF 14
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