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SW 1/4,SEC 07,TWP 28N, R05E W.M. CITY OF EVERETT STANDARD PLAN NOTES
<br /> CDLEGEND ABBREVIATIONS CLEARING AND GRADING m
<br /> 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL(ESC)PLAN DOES NOT CONSTITUTE APPROVAL OF PERMANENT ROAD OR
<br /> EXISTING PROPOSED AC ASPHALT CONCRETE PAVEMENT LCPE LINED CORRUGATED POLYETHYLENE PIPE DRAINAGE DESIGN(E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS CHANNELS, RETENTION FACILITIES, UTILITIES).
<br /> ROADWAY CENTERLINE - - - - AP ANGLE POINT LF LINEAL FEET 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC
<br /> ATE ASPHALT TREATED BASE LT LEFT CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND FACIL177ES IS THE RESPONSIBILITY OF THE APPLICANT
<br /> PROJECT BOUNDARY LINE - - - - AVE AVENUE LUI LAND USE INSPECTOR /
<br /> a`) PROPERTY BOUNDARY LINE BCR BEGIN CURB RETURN MAX. MAXIMUM VEGETATION/LANDSCAPING IS ESTABLISHED.
<br /> BOC BACK OF CURB USE MECHANICALLY STABILIZED EARTH 4
<br /> d RIGHT-OF-WAY LINE - - - - BOW BOTTOM OF WALL MH MANHOLE 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO
<br /> E O CASP CRITICAL AREA SITE PLAN MIN. MINIMUM CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE
<br /> d EASEMENT LINE - - - - -- -- - - ¢ CENTERLINE MJ MECHANICAL JOINT PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. a
<br /> W m EDGE OF PAVEMENT LINE CB CATCH BASIN N NORTH
<br /> w 3 CDF CONTROLLED DENSITY FILL NIC NOT IN CONTRACT 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNC77ON WITH ALL CLEARING AND GRADING ACTIVITIES,
<br /> o 2 10'CONTOUR LINE ------290------ CMP CORRUGATED METAL PIPE O.C. ON CENTER AND IN SUCH MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, w
<br /> > COE CITY OF EVERETT PC POINT OF CURVATURE ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. y
<br /> d 2"CONTOUR LINE CONC. CONCRETE PE PLAIN END r
<br /> U 0: SANITARY SEWER MAIN SS -SS SS- CONN. CONNECTION PI POINT OF INTERSECTION 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE o 3
<br /> CONT. CONTINUOUS PL PLACE CONSTRUC7ION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE
<br /> I-= WATER LINE W N------------- CPP CORRUGATED POLYETHYLENE PIPE PT POINT OF TANGENCY THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. m
<br /> 11J= FIRE SUPPLY F -F-F-F-F-F-F-F- (W/SMOOTH INTERIOR WALLS) PN POINT OF VERTICAL INTERSECTION EE
<br /> = CSBC CRH$USHED SURFACING BASE COURSE PUE PUBLIC UTILITY EASEMENT 6. THE ESC FACILITIES SHALL BE INSPECTED ROU71NELY AND MAINTAINED BY THE APPLICANT/CONTRACTOR TO ENSURE THEIR
<br /> LLjSTORM PIPE SD CSTC CRUSHED SURFACING TOP COURSE PW'S PUBLIC WORKS STANDARDS CONTINUED FUNCTIONING, ESPECIALLY AFTER STORM EVENTS.
<br /> w DIA. DIAMETER REOD. REQUIRED w
<br /> GAS LINE ^vA5 GAS DI DUCTILE IRON ROW RIGHT-OF-WAY 7. THE ESC FACIL177ES ON INAC77VE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 R "
<br /> FENCE LINE X DW DRIVEWAY RT RIGHT HOURS FOLLOWING A MAJOR STORM EVENT.
<br /> POWER LINE OP E EAST S SOUTH z
<br /> ECR END CURB RETURN SO STORM DRAIN B. AT NO 77ME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL
<br /> BURIED POWER LINE BP EDDS ENGINEERING DESIGN AND SP SPACE CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERA7ION SHALL NOT FLUSH
<br /> DEVELOPMENT STANDARDS SS SANITARY SEWER SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM.
<br /> UTILITY EASEMENT EL. ELEVA7ON SSD STOPPING SIGHT DISTANCE
<br /> EDP EDGE OF PAVEMENT STA STA 7ION 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUC7ION AND MAINTAINED FOR THE
<br /> TELEPHONE LINE T ESC EROSION AND SEDIMENT CONTROL 7ESC TEMPORARY EROSION AND SEDIMENT CONTROL DURA77ON OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR �� A
<br /> BURIED TELEPHONE LINE BT ESD ENTERING SIGHT DISTANCE TOC TOP OF CURB THE DURATION OF THE PROJECT.
<br /> SWALE ESMT. EASEMENT Tl'P. TYPICAL z
<br /> EVA EMERGENCY VEHICLE ACCESS TBW TOP BACK OF WALK 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT TRACKED OFF THE SITE.
<br /> SILT FENCE -X-X-X-X-X- EXIST. EXISTING TOW TOP OF WALL CONTRACTOR SHALL KEEP CITY STREETS CLEAR OF DIRT AND DEBRIS AT ALL TIMES DURING CONSTRUCTION. DUST SUPPRESSION
<br /> FL FLOW LINE UNO UNLESS NOTED OTHERWISE AND STREET CLEANING MUST OCCUR AS DIRECTED BY THE PUBLIC WORKS INSPECTOR. tea"
<br /> TEMP. CONSTRUCTION FENCING -0-0-0- FL. FLANGE VERT. VERTICAL FF F T g
<br /> FOC FACE OF CURB WSDOT WASHINGTON DEPT. OF TRANSPORTA77ON 11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES IF THE PROPOSED BMPS
<br /> CLEARING LIMIT HORIZ HORIZONTAL W/ K17H FAIL. aVA6 �y0�
<br /> SANITARY SEWER CLEAN OUT O IE INVERT ELEVATION W WEST
<br /> SANITARY SEWER MANHOLE INT INTERSECTION WS WATER SERVICE 12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM OCTOBER i
<br /> O THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30.
<br /> STORM DRAIN CATCH BASIN- TYPE I ❑ GENERAL PROJECT NOTES
<br /> STORM DRAIN CATCH BASIN- TYPE It O O STORMDRAINAGE
<br /> STORM DRAIN INLET NO CATCH) O 1. ALL WORKMANSHIP, METHODS AND MATERIALS FOR THIS PROJECT SHALL CONFORM TO THE LATEST EDITION
<br /> ( OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PRODUCED BY 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE UN77L IT HAS BEEN INSPECTED, 7ESTED,
<br /> STORM DRAIN CULVERT K=__ �� WSDOT AND THE WASHINGTON STATE CHAPTER OF THE APWA; CITY OF EVERETT DESIGN AND CONSTRUCTION AND ACCEPTED BY THE CITY OF EVERETT.
<br /> STANDARDS AND SPECIFICA71ONS FOR DEVELOPMENT AND ANY SPECIAL PROVISIONS PROVIDED BY THESE
<br /> WATER CAP/PLUG ] 7 PLANS OR OTHER CONTRACT DOCUMENTS FOR THE PROJECT. 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND STANDARD SPECIFICATIONS OF WSDOT/APWA.
<br /> WATER COUPLING # 2. EXISTING UTIL171ES ARE SHOWN IN THESE PLANS PER THE LATEST AVAILABLE INFORMATION. THE
<br /> CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL U71LI7ES AND RELATED SURFACE FEATURES WITHIN THE 3. APPROXIMATE LOCA7ONS OF EXIS77NG UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR
<br /> GUARD POST 0 • PROJECT AREA AND N071FY THE ENGINEER OF ANY DISCREPANCIES WITH THE PLAN INFORMA7ION PRIOR TO CONVENIENCE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY
<br /> REDUCER p CONSTRUCTION. THE CONTRACTOR SHALL, AT MINIMUM, CONTACT THE UNDERGROUND UTILITIES LOCATE ADD177ONAL U77LI71ES SHOWN. IF CONFLICTS WITH EXISTING UTIL17ES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY
<br /> CENTER(811) TO HAVE U71LI77ES VERIFIED ON THE GROUND PRIOR TO CONSTRUCTION. THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO
<br /> THRUST BLOCK a 3. THE TEMPORARY EROSION AND SEDIMENTATION CONTROL QSC)MEASURES SHOWN IN THESE PLANS SHALL COMMENCEMENT OF RELATED CONSTRUC7ION ON THE PROJECT.
<br /> WATER METER El BE CONSIDERED A MINIMUM. THE CONTRACTOR SHALL PR VIDE ANY REASONABLE ADDITIONAL MEASURES AS 3
<br /> MAY BE REQUIRED TO FACILITATE ACTUAL SITE RUNOFF COND177ONS AT THE TIME OF CONSTRUCTION. ALL 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE
<br /> 2 NOZZLE FIRE HYDRANT NECESSARY EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN-PLACE PRIOR TO ANY PRIOR TO STARTING CONSTRUCTION. Q z
<br /> 3 NOZZLE FIRE HYDRANT + DEMOL177ON OR CONSTRUCTION ACTIVITIES. J W
<br /> 4. ALL NEW PAVEMENT, SIDEWALKS AND CURB AND GUTTER INSTALLED BY THIS PROJECT SHALL BEAR ON 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED"DUMP NO WASTE, DRAINS TO STREAM, LAKE, RIVER, PUGET SOUND, o
<br /> FLANGE/BUND FL JOINT II II SUITABLE, COMPACT FOUNDATION SOILS IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD OR WETLAND.'CHOOSE APPROPRIATE FEATURE FOR THE PROJECT. a_ s
<br /> SPECIFICATIONS AND PROJECT CONTRACT DOCUMENTS. SIMILAR EXIS77NG FACILITIES TO REMAIN, WHICH ARE z
<br /> MECHANICAL JOINT L L DISTURBED OR DAMAGED DURING CONSTRUCTION, SHALL BE REPLACED IN-KIND TO THE SAME STANDARDS -J 2
<br /> OF NEW FACILITIES. WATER o
<br /> PUSH-ON/HUB JOINT C C 5. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE WSDOT STANDARD PLANS AND SPECIFICA7ONS AS LL
<br /> LU z
<br /> THREAD JOINT AMENDED OR SUPPLEMENTED BY THE PROJECT PLANS, DETAILS, AND SPECIFICATIONS AS PROVIDED IN THE 1. NO CONNEC7ION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVEN77ON DEVICE O z
<br /> CONTRACT DOCUMENTS PRIOR TO SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND RECEIPT OF SA7ISFACTORY BACTERIOLOGICAL TEST RESULTS LU
<br /> AIR RELIEF VALVE 1 J}r 6. ALL EXIS77NG ON-SITE WELLS OR SEPTIC TANKS SHALL BE PROPERLY ABANDONED BY A LICENSED 0
<br /> AND WRITTEN VERIFICATION OF ABANDONMENT SHALL BE CER71FIED TO PERFORM SUCH WORK,
<br /> , 2
<br /> BLOW-OFF VALVE 4 1 2. CONNECTIONS T AND TAPS ON EXISTING MAINS WALL BE MADE BY THE Cl UTILITIES DEPARTMENT AT THE DEVELOPERS EXPENSE.
<br /> PROVIDED TO THE OWNER, WASHINGTON STATE DEPARTMENT OF ECOLOGY, AND SNOHOMISH COUNTY HEALTH THE CITY UTILITIES DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE FOR EACH CONNECTION. THE CITY UTILITIES
<br /> BUTTERFLY VALVE W VI DEPARTMENT IN ACCORDANCE WITH APPLICABLE AGENCY REGULATIONS. DEPARTMENT SHALL THEREAFTER DETERMINE THE DATE AND TIME AT WHICH THE CONNEC7ION SHALL BE MADE.
<br /> CHECK VALVE p� N 7. THE MATERIALS AND METHODS OF INSTALLATION FOR ALL WATER AND SANITARY SEWER FACIL177ES SHALL
<br /> BE IN ACCORDANCE WITH THE LATEST CITY OF EVERETT STANDARDS. 3. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS V J U)
<br /> 8. AT LEAST TWO COPIES OF THESE PLANS SHALL BE ON THE JOB SITE WHEN CONSTRUCTION IS IN PROGRESS.
<br /> GATE/GENERAL VALVE N THE CONTRACTOR SHALL ALSO HAVE COPIES OF THE APPLICABLE REGULATORY AGENCY STANDARDS 4. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF CONSTRUCTION. THE CITY OF EVERETT LV O
<br /> PLUG VALVE ul AVAILABLE AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. ALL APPLICABLE PERMITS ENGINEERING DEPARTMENT CONSTRUC7ION DIVISION MUST BE N077FIED AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF LLI C ti
<br /> GAS METER ® p SHALL BE OBTAINED PRIOR TO ANY CONSTRUCTION ACTIVITY. ONE COMPLETE SET OF PROJECT PLANS K17H CONSTRUCTION. 7 j
<br /> RECORDS OF AS-BUILT INFORMATION SHALL BE PROVIDED TO THE PROJECT ENGINEER AT THE END OF THE L
<br /> GAS VALVE m pl PROJECT. 5. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY THE CITY OF UTILITIES DEPARTMENT OF A PERSON WHO Y LU
<br /> 9. THE CONTRACTOR SHALL COORDINATE ACTIVITIES OF ALL UTILITY PURVEYORS IMPACTED BY WORK FOR THIS �
<br /> PAD MOUNTED TRANSFORMER ❑A PROJECT AND SHALL CONTACT THEM PRIOR TO CONSTRUC7ION TO SCHEDULE WORK FOR PROVISIONS FOR CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS. m
<br /> POWER VAULT © AND BE RESPONSIBLE TO SUPPORT, MAINTAIN, OR 07HERKlSE PROTECT AND KEEP IN SERVICE ALL EXIS77NG 6 O (D m
<br /> © U77LI71ES WHETHER SHOWN OR NOT SHOWN ON THESE PLANS DURING CONSTRUCTION. . MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION BETWEEN POTABLE AND NON-POTABLE Q
<br /> TRANSMISSION TOWER(SCALEABLE) ❑® 10. UTILITIES, OR INTERFERING PORTIONS OF UTILITIES, THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY CONVEYANCE SYSTEMS. U
<br /> THE CONTRACTOR TO THE EXTENT NECESSARY TO COMPLETE THE PROPOSED WORK. THE CONTRACTOR
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<br /> UTILITY POLE o + SHALL PLUG THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES. CUTTING AND PLUGGING OF LINES TO 7. ALL CITY OF LL BE A VALVES SHALL BE OPERATED BY CITY UTILITIES DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND NN U LU k
<br /> POWER POLE o BE ABANDONED SHALL BE CONSIDERED INCIDENTAL TO 07HER WORK PERFORMED. EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES. I..L J 0
<br /> 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS m LU
<br /> UTILITY POLE ANCHOR F REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF SITE PREPARATION, SANITARYSEWER __j
<br /> TELEPHONE RISER a . GRADING OPERATIONS, FOUNDATION, SLAB AND PAVING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY O 0- o
<br /> THE PROJECT ENGINEER IMMEDIATELY OF ANY PROVISION OF THE SOIL REPORT WHICH CONFLICT WITH 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS.
<br /> TELEPHONE VAULT oT T-1 INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRES FURTHER CLARIFICATION. LL o
<br /> BUS STOP fFffl eus 12. THE OWNER SHALL OBTAIN THE SERVICES OF A QUALIFIED SOILS ENGINEER AND/OR TESTING AGENCY TO 2. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE UN77L IT HAS BEEN TESTED,
<br /> PERFORM SUBGRADE/BACKFILL DENSITY TESTS OR TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY INSPECTED, AND APPROVED BY THE CITY INSPECTOR.
<br /> MAIL BOX UNSUITABLE MATERIALS DURING CONSTRUCTION. A REPRESENTATIVE OF THE SOILS ENGINEER AND/OR CLIENT
<br /> TESTING AGENCY SHALL BE AVAILABLE TO OBSERVE AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR
<br /> RIP RAP CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICA7ION OF LOCATIONS AND TO AVOID DAMAGE TO ANY
<br /> THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS AS REQUIRED TO CERTIFY THE METHODS AND
<br /> ROCKERY MATERIALS ARE INACCORDANCE KITH PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE THE NOTIFY THE PUBLICS NOT SHOWN. IF W'ORKS INSPECTOR ANDCTS K17H ANY CHANGESTING UTIL171ES ARISE REQUIRED SHALL BEDURING APPROVEDNBY THEON, THE CONTRACTOR CIT ENGINEER PRIOR TO FOUR FOUR CORNERS,LLC
<br /> SHRUB APPROPRIATE SOILS
<br /> S INSPECTIONS AND TESTING. COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. 19000 NE 8TH STREET
<br /> [.� [� 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL DURING SUITE 1200
<br /> GENERAL SIGN i CONSTRUCTION ADJACENT TO OR WITHIN ALL PUBLIC ROADWAYS TRAFFIC CONTROL MEASURES SHALL BE IN 4. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND
<br /> PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PRIVATE GRADE PRIOR TO STAR77NG CONSTRUCTION. BELLEVUE,WA 98004
<br /> REGULATORY SIGN PROPERTY DRIVEWAYS DURING CONSTRUCTION. (425)453-9551
<br /> TREE(CONIFER) O O TESC NOTES
<br /> TREE(DECIDUOUS) CLEARING AND GRADING
<br /> o YARD LIGHT k( x
<br /> BRIDGE/TUNNEL :L-- A. ALL ENVIRONMENTALLY SENSITIVE AREAS AND THEIR BUFFERS SHALL BE FLAGGED FOR EASY IDENTIFICATION BEFORE CLEARING TAKES PLACE. AFTER THESE AREAS ARE FLAGGED AND CLEARING LIMITS ARE C P H
<br /> APPROVED, AN AREA WADE ENOUGH TO INSTALL A SILT FENCE AT THE CLEARING LIMITS, BY HAND OR BY MECHANICAL METHODS, MAY BE CLEARED. THE TOP OF THE SILT FENCE SHALL BE REFLAGGED AFTER
<br /> ASPHALT PAVEMENT 0 INSTALLATION. IF A SILT FENCE IS NOT REQUIRED, THE AREA SHALL BE DELINEATED USING AN ORANGE BARRIER.
<br /> CONCRETE B. ALL PERIMETER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED, OPERATIONAL, AND INSPECTED BY THE PUBLIC WORKS INSPECTOR PRIOR TO INITIATION OF CLEARING AND GRUBBING OPERATIONS
<br /> C. CONSULTANTS
<br /> a DANGER TREES SHALL BE IDEN7IFlED THROUGH A JOINT INSPECTION INVOLVING BOTH THE DEVELOPER AND PUBLIC WORKS INSPECTOR. NO TREES SHALL BE REMOVED UN77L PERMISSION IS OBTAINED FROM THE
<br /> APPROPRIATE PARTIES.
<br /> D. WHERE POSSIBLE, NATURAL VEGETATION SHALL BE MAINTAINED FOR EROSION AND SEDIMENT CONTROL. Site Running CM Engineering
<br /> E. AS CONSTRUC7ION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED TO ENSURE CONTINUING EROSION/SEDIMENT Landscape Architecture•Land Use ConsulM1ng
<br /> CONTROL. 1132-3 NE]Mh Sneer
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<br /> F. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE MAINTAINED IN A SA7ISFACTORY CONDITION UN77L SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE
<br /> a FACILITIES ARE OPERATIONAL, AND THE POTEN71AL FOR EROSION HAS PASSED. im Swmwen&ch.e Avenue.was0
<br /> G. AT A MINIMUM, EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED MONTHLY, OR FOLLOWING EACH RUNOFF-PRODUCING STORM, TO ENSURE PROPER OPERATION OF ALL EROSION AND SEDIMENT weRaicnee.wA9e®n•ISa91N3n31
<br /> CONTROL FACILITIES. www.a Phu on:uua0r:.c"
<br /> H. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE, NOR LOCATION OF PERMANENT PIPES, RESTRICTORS OR DETENTION FACILITIES; BUT IS AN APPROVAL OF EROSION AND SEDIMENT PROJECT NO.
<br /> $a CONTROL BMPS ONLY. 0024-18-042
<br /> 1. THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM THE SITE WALL NOT BE ALLOWED. FAILURE TO COMPLY KITH THIS CON0177ON WALL RESULT IN ALL WORK ON THE SITE
<br /> BEING STOPPED. G a DRAWING
<br /> J. THE WASHINGTON STATE CLEAN AIR ACT REQUIRES THE USE OF ALL KNOWN, AVAILABLE, AND REASONABLE MEANS OF CONTROLLING AIR POLLUTION, INCLUDING DUST. DUST CAN BE CONTROLLED BY WETTING
<br /> EXPOSED SOILS, WASHING TRUCK WHEELS BEFORE THEY LEAVE THE SITE, AND INSTALLING AND MAINTAINING ROCK CONSTRUC7ION ENTRANCES. CONSTRUC7ION VEHICLE TRACKOUT IS A MAJOR SOURCE OF DUST CO.01
<br /> v AND ANY EVIDENCE OF TRACK-OUT CAN TRIGGER FINES FROM THE DEPARTMENT OF ECOLOGY OR THE PUGET SOUND AIR POLLUTION CONTROL AGENCY. Know what's below.
<br /> K. EVERY EFFORT SHALL BE MADE TO CLOSE U7LITY LINES BY THE END OF THE DAY AND MATERIAL EXCAVATED DURING UNDERGROUND U7ILITY CONSTRUCTION SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES Call before you dig.
<br /> i� (WHERE CONSISTENT K17H SAFETY AND SPACE CONSIDERATIONS). SHEET 2 OF 21
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