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TBLOCK
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<br />PTN. OF SW 1/4, SE 1/4 OF SEC 14, TWP 28 N, R4E W.M.
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<br />LEGEND
<br />ABBREVIATIONS
<br />CITY OF EVERETT STANDARD PLAN NOTES
<br />EXISTING
<br />PROPOSED
<br />AC ASPHALT CONCRETE PAVEMENT EOP EDGE OF PAVEMENT PL PLACE
<br />TESC
<br />ROADWAY CENTERLINE
<br />-
<br />-
<br />AP ANGLE POINT ESC EROSION AND SEDIMENT CONTROL PT POINT OF TANGENCY
<br />A7B ASPHALT TREATED BASE ESD ENTERING SIGHT DISTANCE PVI POINT OF VERTICAL INTERSECTION
<br />1.
<br />APPROVAL OF THIS EROSIONISEDIMENTA71ON CONTROL (ESC) PLAN DOES NOT CONSTITUTE APPROVAL OF
<br />PROJECT BOUNDARY LINE
<br />- -
<br />- -
<br />AVE AVENUE ESMT. EASEMENT PUE PUBLIC UTILITY EASEMENT
<br />PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS,
<br />BCR BEGIN CURB RETURN EVA EMERGENCY VEHICLE ACCESS PWS PUBLIC WORKS STANDARDS
<br />CHANNELS, RETENTION FACILITIES, U71LI71ES).
<br />PROPERTY BOUNDARY LINE
<br />BOC BACK OF CURB EXIST. EXISTING REQD. REQUIRED
<br />2.
<br />THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND
<br />RIGHT-OF-WAY LINE
<br />- -
<br />- -
<br />BOW BOTTOM OF WALL FL FLOW LINE ROW RIGHT-OF-WAY
<br />UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL
<br />EASEMENT LINE
<br />- - - - - - - -
<br />CASP CRITICAL AREA SI7E PLAN FL. FLANGE RT RIGHT
<br />IF CENTERLINE FOC FACE OF CURB S SOUTH
<br />CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED.
<br />CB CATCH BASIN HORIZ HORIZONTAL SO STORM DRAIN
<br />3.
<br />THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE
<br />EDGE OF PAVEMENT LINE
<br />CDF CONTROLLED DENSITY FILL IE INVERT ELEVATION SP SPACE
<br />FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE
<br />10' CONTOUR LINE -
<br />- 290-
<br />-
<br />CMP CORRUGATED METAL PIPE INT INTERSECTION SS SANITARY SEWER
<br />FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE
<br />COE CITY OF EVERETT LCPE LINED CORRUGATED POLYETHYLENE So STOPPING SIGHT DISTANCE
<br />APPLICANT/CONTRACTOR FOR THE DURA71ON OF CONSTRUCTION.
<br />2' CONTOUR LINE
<br />CONC. CONCRETE PIPE STA STATION
<br />4.
<br />THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING
<br />SS
<br />CONN. CONNECTION LF LINEAL FEET TESC TEMPORARY EROSION AND
<br />AND GRADING ACTIVITIES, AND IN SUCH MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN
<br />SANITARY SEWER MAIN
<br />SS SS
<br />CONT. CONTINUOUS LT LEFT SEDIMENT CONTROL
<br />WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY
<br />WATER LINE
<br />W
<br />CPP CORRUGATED POLYETHYLENE PIPE LUI LAND USE INSPECTOR TOC TOP OF CURB
<br />MAX. MAXIMUM
<br />5.
<br />STANDARDS.
<br />THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE
<br />FIRE SUPPLY
<br />F
<br />- F - F - F - F - F - F - F -
<br />(W/SMOOTH INTERIOR WALLS TIP. TYPICAL
<br />CR )
<br />CSBC USHED SURFACING BASE COURSE MSE MECHANICALLY STABILIZED EARTH 7BW TOP BACK OF WALK
<br />CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED
<br />STORM PIPE
<br />SD
<br />CSTC CRUSHED SURFACING TOP COURSE MH MANHOLE TOW TOP OF WALL
<br />FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT
<br />GAS LINE
<br />GAS
<br />GAS
<br />VER UNLESS NOTED OTHERWISE
<br />DIA. DIAMETER MIN. MINIMUM UNOVERTICAL
<br />DI DUCTILE IRON MJ MECHANICAL JOINT VERT.
<br />6.
<br />LEAVE THE SITE.
<br />THE ESC FACIL171ES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT CONTRACTOR
<br />FENCE LINE
<br />X
<br />DW DRIVEWAY N NORTH WSDOT WASHINGTON DEPT. OF
<br />TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER STORM EVENTS.
<br />E EAST NIC NOT IN CONTRACT TRANSPORTATION
<br />7.
<br />THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A
<br />POWER LINE
<br />OP
<br />ECR END CURB RETURN O.C. ON CENTER /
<br />OC
<br />MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT.
<br />EDDS ENGINEERING DESIGN AND POINT OF CURVATURE ywjJ WESTNTH
<br />8.
<br />AT NO 71ME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED
<br />BURIED POWER LINE
<br />B P
<br />DEVELOPMENT STANDARDS PE PLAIN END WS WATER SERVICE
<br />CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE
<br />UTILITY EASEMENT
<br />EL. ELEVATION PI POINT OF INTERSECTION
<br />CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM.
<br />9.
<br />STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND
<br />TELEPHONE LINE
<br />T
<br />FOR THE DURA71ON OF THE T. ADDITIONAL MEASURES MAY E REQUIRED TO ENSURE
<br />MAINGENERAL
<br />PROJECT NOTES
<br />THATTALLED
<br />THE
<br />PA D AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.
<br />BURIED TELEPHONE LINE
<br />BT
<br />10.
<br />THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT TRACKED
<br />SWALE
<br />1. ALL WORKMANSHIP, METHODS AND MATERIALS FOR THIS PROJECT SHALL CONFORM TO THE LATEST EDITION OF THE STANDARD
<br />OFF THE SITE. CONTRACTOR SHALL KEEP CITY STREETS CLEAR OF DIRT AND DEBRIS AT ALL 71MES
<br />SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PRODUCED BY WSDOT AND THE WASHINGTON STATE CHAPTER OF
<br />DURING CONSTRUCTION. DUST SUPPRESSION AND STREET CLEANING MUST OCCUR AS DIRECTED BY THE
<br />SILT FENCE
<br />-X-X-X-X-X-
<br />THE APWA; CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR DEVELOPMENT AND ANY SPECIAL
<br />PUBLIC WORKS INSPECTOR.
<br />TEMP. CONSTRUCTION FENCING
<br />0 0 0
<br />PROVISIONS PROVIDED BY THESE PLANS OR OTHER CONTRACT DOCUMENTS FOR THE PROJECT.
<br />11.
<br />APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES IF
<br />2. EXISTING UTILITIES ARE SHOWN IN THESE PLANS PER THE LATEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE
<br />THE PROPOSED BMPS FAIL.
<br />CLEARING LIMIT
<br />LOCATIONS OF ALL UTILITIES AND RELATED SURFACE FEATURES WITHIN THE PROJECT AREA AND NOTIFY THE ENGINEER OF ANY
<br />12.
<br />BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2
<br />DISCREPANCIES WITH THE PLAN INFORMATION PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL, AT MINIMUM, CONTACT THE
<br />DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH
<br />SANITARY SEWER CLEAN OUT
<br />o
<br />UNDERGROUND UTILITIES LOCATE CENTER (811) TO HAVE UTILITIES VERIFIED ON THE GROUND PRIOR TO CONSTRUCTION.
<br />SEPTEMBER 30.
<br />SANITARY SEWER MANHOLE
<br />O
<br />3. THE TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) MEASURES SHOWN IN THESE PLANS SHALL BE CONSIDERED A MINIMUM.
<br />13.
<br />NOTIFY THE CITY PUBLIC WORKS INSPECTOR AT LEAST 24 HOURS PRIOR TO DEWATERING ACTIVITIES.
<br />STORM DRAIN CATCH BASIN - TYPE 1
<br />❑
<br />'
<br />THE CONTRACTOR SHALL PROVIDE ANY REASONABLE ADDITIONAL MEASURES AS MAY BE REQUIRED TO FACILITATE ACTUAL SI7E RUNOFF
<br />HANDLE HIGHLY TURBID OR OTHERWISE CONTAMINATED DEWATERING WATER SEPARATELY FROM
<br />CONDITIONS AT THE 77ME OF CONSTRUCTION. ALL NECESSARY EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN -PLACE
<br />STORMWATER.
<br />STORM DRAIN CATCH BASIN - TYPE 11
<br />O❑
<br />f%
<br />PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITIES.
<br />14.
<br />THE APPROVED PROJECT PUBLIC WORKS PERMIT AND SWPPP SHALL BE RETAINED ON SITE OR READILY
<br />4. ALL NEW PAVEMENT, SIDEWALKS, AND CURB AND GUTTER INSTALLED BY THIS PROJECT SHALL BEAR ON SUITABLE, COMPACT
<br />AVAILABLE TO THE CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT.
<br />STORM DRAIN INLET (NO CATCH)
<br />0
<br />FOUNDA7ION SOILS IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND PROJECT CONTRACT DOCUMENTS.
<br />15.
<br />DESIGN, INSTALL, IMPLEMENT, AND MAINTAIN EFFECTIVE POLLUTION PREVENTION MEASURES TO MINIMIZE
<br />STORM DRAIN CULVERT
<br />SIMILAR EXISTING FACIL177ES TO REMAIN, WHICH ARE DISTURBED OR DAMAGED DURING CONSTRUCTION, SHALL BE REPLACED IN -KIND TO
<br />THE DISCHARGE OF POLLUTANTS.
<br />THE SAME STANDARDS OF NEW FACILITIES.
<br />16.
<br />PROTECT ALL LID BMPS FROM SEDIMENTATION THROUGH INSTALLATION AND MAINTENANCE OF EROSION
<br />WATER CAP/PLUG
<br />]
<br />5. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE WSDOT STANDARD PLANS AND SPECIFICATIONS AS AMENDED OR SUPPLEMENTED BY
<br />AND SEDIMENT CONTROL BMPS ON PORTIONS OF THE SITE THAT DRAIN INTO THE LID BMPS.
<br />AS PROVIDED IN THEC>
<br />THE PROJECT PLANS, DETAILS,WATER °A
<br />COUPLING
<br />#
<br />6. ALL EX S77NG ON -SITE WELLS ORNSEPTICCTANKS SHALL BE PROPERLY ABANDONEDIFICA71ONS
<br />BLICENSED CONTRACTOR, CERTIFIED TO PERFORM
<br />STORM DRAINAGE
<br />GUARD POST
<br />0
<br />•
<br />SUCH WORK, AND WRITTEN VERIFICA7ION 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.
<br />1.
<br />NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS
<br />REDUCER
<br />>
<br />►
<br />7. THE MATERIALS AND METHODS OF INSTALLATION FOR ALL WATER AND SANITARY SEWER FACILITIES SHALL BE IN ACCORDANCE WITH THE
<br />BEEN INSPECTED, TESTED, AND ACCEPTED BY THE CITY OF EVERETT.
<br />THRUST BLOCK
<br />a
<br />LATEST CITY OF EVERETT STANDARDS.
<br />8. AT LEAST TWO COPIES OF THESE PLANS SHALL BE ON THE JOB SI7E WHEN CONSTRUCTION IS IN PROGRESS. THE CONTRACTOR SHALL
<br />2.
<br />AL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND CONSTRUCTION
<br />WATER METER
<br />®
<br />ALSO HAVE COPIESOF THE APPLICABLE GENCYHALLBE STANDAARDSVAI L B AT HE JOB USING HE RELATED
<br />STANDARDS AND STANDARD SPECIFICATIONS AND THE WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD,
<br />AL APPLICABLEREGULAPERTOROE
<br />CONSTRUCTION S BTINED ANY UC ON TY. NE COMPLETE SET
<br />BIRGDE, AND MUNICIPAL CONSTRUCTION (CURRENT EDITION).
<br />2 NOZZLE FIRE HYDRANT
<br />IQ
<br />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
<br />-6-
<br />#
<br />PROJECT.
<br />3.
<br />APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND
<br />9. THE CONTRACTOR SHALL COORDINATE ACTIVITIES OF ALL UTILITY PURVEYORS IMPACTED BY WORK FOR THIS PROJECT AND SHALL
<br />ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF
<br />FLANGE/BOND FL JOINT
<br />II
<br />CONTACT THEM PRIOR TO CONSTRUCTION TO SCHEDULE WORK FOR PROVISIONS FOR AND BE RESPONSIBLE TO SUPPORT, MAINTAIN, OR
<br />LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING
<br />MECHANICAL JOINT
<br />C
<br />E
<br />OTHERWISE PR07ECT AND KEEP IN SERVICE ALL EXISTING UTIL171ES WHETHER SHOWN OR NOT SHOWN ON THESE PLANS DURING
<br />U71LI71ES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR
<br />CONSTRUCTION.
<br />AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF
<br />PUSH-ON/HUB JOINT
<br />C
<br />C
<br />10. UTILITIES, OR INTERFERING PORTIONS OF UTILITIES, THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY THE CONTRACTOR TO THE
<br />RELATED CONSTRUCTION ON THE PROJECT.
<br />EXTENT NECESSARY TO COMPLETE THE PROPOSED WORK. THE CONTRACTOR SHALL PLUG THE REMAINING EXPOSED ENDS OF ABANDONED
<br />THREAD JOINT
<br />UTILITIES. CUTTING AND PLUGGING OF LINES TO BE ABANDONED SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK PERFORMED.
<br />4.
<br />ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY
<br />AIR RELIEF VALVE'
<br />11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE
<br />FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION.
<br />OBSERVED AND COMPLIED WITH DURING ALL PHASES OF SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB AND PAVING
<br />BLOW -OFF VALVE
<br />P
<br />T
<br />CONSTRUCTION. THE CONTRACTOR SHALL N071FY THE PROJECT ENGINEER IMMEDIATELY OF ANY PROVISION OF THE SOIL REPORT WHICH
<br />5.
<br />ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED 'DUMP NO WASTE, DRAINS TO STREAM, LAKE,
<br />BUTTERFLY VALVE
<br />�y
<br />CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRES FURTHER CLARIFICATION.
<br />RIVER, PUGET SOUND, OR WETLAND." CHOOSE APPROPRIATE FEATURE FOR THE PROJECT.
<br />12. THE OWNER SHALL OBTAIN THE SERVICES OF A QUALIFIED SOILS ENGINEER AND/OR TESTING AGENCY TO PERFORM SUBGRADE/BACKFILL
<br />6.
<br />SHALL COMPLY WITH EVERETT MUNICIPAL CODE (EMC), CITY ADOPTED STORMWATER MANAGEMENT MANUAL,
<br />EM ), CITY A
<br />CHECK VALVE
<br />T
<br />DENSITY TESTS OR TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY UNSUITABLE MATERIALS DURING CONSTRUCTION. A
<br />REPRESENTATIVE OF THE SOILS ENGINEER AND OR 7ES71NG AGENCY SHALL BE AVAILABLE TO OBSERVE AND TO VERIFY FIELD
<br />POLICIES AND CRITERIA SET FORTH IN THE CITY DESIGN AND CONSTRUCTION STANDARDS &
<br />GATE/GENERAL VALVE
<br />m
<br />N
<br />CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS AS REQUIRED TO CERTIFY THE METHODS AND
<br />SPECIFICATIONS.
<br />PLUG VALVE
<br />ATIILS ARE IN WITH PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE THE APPROPRIATE SOILS
<br />MATERIALS
<br />WATER
<br />INSPECTIONS AND TESTING.
<br />GAS METER
<br />o
<br />13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL DURING CONSTRUCTION ADJACENT TO OR WITHIN
<br />GAS VALVE
<br />ALL PUBLIC ROADWAYS. TRAFFIC CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR
<br />A.
<br />NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN APPROVED
<br />SHALL MAINTAIN ACCESS TO ALL PRIVATE PROPERTY DRIVEWAYS DURING CONSTRUCTION.
<br />BACKFLOW PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND RECEIPT
<br />PAD MOUNTED TRANSFORMER
<br />❑o
<br />Q
<br />OF SATISFACTORY BACTERIOLOGICAL TEST RESULTS
<br />POWER VAULT
<br />©
<br />©
<br />CLEARING AND GRADING NOTES
<br />B.
<br />CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE CITY U71LI71ES DEPARTMENT AT
<br />TRANSMISSION TOWER (SCALEABLE)
<br />THE DEVELOPERS EXPENSE. THE CITY UTILITIES DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS
<br />UTILITY POLE
<br />A. ALL ENVIRONMENTALLY SENSITIVE AREAS AND THEIR BUFFERS SHALL BE FLAGGED FOR EASY IDENTIFICATION BEFORE CLEARING TAKES
<br />DAYS NOTICE FOR EACH CONNECTION. THE CITY U71LI71ES DEPARTMENT SHALL THEREAFTER DETERMINE THE
<br />PLACE. AFTER THESE AREAS ARE FLAGGED AND CLEARING LIMITS ARE APPROVED, AN AREA WIDE ENOUGH TO INSTALL A SILT FENCE
<br />DATE AND 71ME AT WHICH THE CONNECTION SHALL BE MADE.
<br />POWER POLE
<br />AT THE CLEARING LIMITS, BY HAND OR BY MECHANICAL METHODS, MAY BE CLEARED. THE TOP OF THE SILT FENCE SHALL BE
<br />REFLAGGED AFTER INSTALLATION. IF A SILT FENCE IS NOT REQUIRED, THE AREA SHALL BE DELINEATED USING AN ORANGE BARRIER.
<br />C.
<br />AL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS.
<br />UTILITY POLE ANCHOR
<br />TELEPHONE RISER
<br />o
<br />■
<br />B. ALL PERIMETER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED, OPERATIONAL, AND INSPECTED BY THE PUBLIC WORKS
<br />D.
<br />A PRE -CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF CONSTRUCTION.
<br />INSPECTOR PRIOR TO INITIATION OF CLEARING AND GRUBBING OPERATIONS.
<br />THE CITY OF EVERETT ENGINEERING DEPARTMENT CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24
<br />TELEPHONE VAULT
<br />O
<br />TD
<br />HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
<br />BUS STOP
<br />aus
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<br />C. DANGER TREES SHALL BE IDENTIFIED THROUGH A JOINT INSPECTION INVOLVING B07H THE DEVELOPER AND PUBLIC WORKS INSPECTOR.
<br />NO TREES SHALL BE REMOVED UN71L PERMISSION IS OBTAINED FROM THE APPROPRIATE PARTIES.
<br />E
<br />THE DEVELOPER OR THE DEVELOPERS AUTHORIZED AGENT SHALL NOTIFY THE CITY OF UTIL171ES
<br />MAIL BOX
<br />-
<br />DEPARTMENT OF A PERSON WHO CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A
<br />RIP RAP
<br />D. WHERE POSSIBLE, NATURAL VEGETATION SHALL BE MAINTAINED FOR EROSION AND SEDIMENT CONTROL
<br />24 HOUR BASIS.
<br />ROCKERY
<br />E. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED
<br />F.
<br />MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION BETWEEN POTABLE
<br />AND/OR ALTERED AS REQUIRED TO ENSURE CONTINUING EROSION/SEDIMENT CONTROL.
<br />AND NON -POTABLE CONVEYANCE SYSTEMS.
<br />SHRUB
<br />GENERAL SIGN
<br />F. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UN71L SUCH 71ME THAT
<br />G.
<br />ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY CITY UTILITIES DEPARTMENT PERSONNEL ONLY. ALL
<br />CLEARING AND/OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, AND THE POTEN71AL FOR
<br />VALVES, NEW AND EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES.
<br />REGULATORY SIGN
<br />EROSION HAS PASSED.
<br />TREE (CONIFER)
<br />G. AT A MINIMUM, EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED MONTHLY, OR FOLLOWING EACH RUNOFF -PRODUCING
<br />TREE (DECIDUOUS)
<br />0
<br />STORM, TO ENSURE PROPER OPERATION OF ALL EROSION AND SEDIMENT CONTROL FACILITIES.
<br />YARD LIGHT
<br />l(
<br />H. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE, NOR LOCATION OF PERMANENT PIPES, RES7RICTORS,
<br />BRIDGE/TUNNEL
<br />OR DETENTION FACILITIES, BUT IS AN APPROVAL OF EROSION AND SEDIMENT CONTROL BMPS ONLY.
<br />ASPHALT PAVEMENT
<br />1. THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM THE SI7E WILL NOT BE ALLOWED. FAILURE TO
<br />CONCRETE
<br />COMPLY WITH THIS CONDITION WILL RESULT IN ALL WORK ON THE SITE BEING STOPPED.
<br />J. THE WASHINGTON STATE CLEAN AIR ACT REQUIRES THE USE OF ALL KNOWN, AVAILABLE, AND REASONABLE MEANS OF CONTROLLING
<br />AIR POLLUTION, INCLUDING DUST. DUST CAN BE CONTROLLED BY WETTING EXPOSED SOILS, WASHING TRUCK WHEELS BEFORE THEY
<br />LEAVE THE SITE, AND INSTALLING AND MAINTAINING ROCK CONSTRUCTION ENTRANCES. CONSTRUCTION VEHICLE 7RACKOUT IS A MAJOR
<br />SOURCE OF DUST AND ANY EVIDENCE OF TRACK -OUT CAN TRIGGER FINES FROM THE DEPARTMENT OF ECOLOGY OR THE PUGET SOUND
<br />AIR POLLUTION CONTROL AGENCY.
<br />K. EVERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES BY THE END OF THE DAY AND MATERIAL EXCAVATED DURING UNDERGROUND
<br />UTILITY CONSTRUCTION SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES (WHERE CONSISTENT WITH SAFETY AND SPACE
<br />CONSIDERATIONS).
<br />Copyright ® 2024 CPH Consultants, LLC. All Rights
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<br />THE AS -BUILT INFORMATION
<br />SHOWN ON THIS PLAN IS PER
<br />A FIELD SURVEY PERFORMED
<br />BY PACIFIC COAST SURVEYS,
<br />INC. AND/OR RECORD DATA
<br />PROVIDED BY THE
<br />CONTRACTOR.
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<br />PACIFIC RIDGE HOMES
<br />17921 BOTHELL-EVERETT HWY
<br />SUITE 100
<br />BOTHELL, WA 98012
<br />PHONE: (425)438-8444
<br />C P H
<br />CONSULTANTS
<br />Site Planning , Civil Engineering
<br />Landscape Architecture - Land Use Consulting
<br />11321-B NE 1201h Street
<br />Krkland, WA 98034 - )425) 285-2390
<br />101 South Wenatchee Avenue, Suite C3
<br />Wenatchee, WA 98801 - (509) 293-7731
<br />www.cphconsuItants.com
<br />PROJECT NO.
<br />0132-21-026
<br />DRAWING
<br />CO"01
<br />SHEET 2 OF 30
<br />
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