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<br />LEGEND
<br />EXISTING PROPOSED
<br />ROADWAY CENTERLINE
<br />PROJECT BOUNDARY LINE
<br />PROPERTY BOUNDARY LINE
<br />RIGHT-OF-WAY LINE
<br />EASEMENT LINE - -
<br />EDGE OF PAVEMENT LINE
<br />10' CONTOUR LINE------290------
<br />115
<br />Know what's below.
<br />Call before ou
<br />2 CON TOUR LINE
<br />SANITARY SEWER MAIN
<br />SS
<br />WATER LINE
<br />W
<br />FIRE SUPPLY
<br />F
<br />STORM PIPE
<br />SD
<br />GAS LINE
<br />GAS
<br />FENCE LINE
<br />X
<br />POWER LINE
<br />OP
<br />BURIED POWER LINE
<br />BP -
<br />UTILITY EASEMENT
<br />TELEPHONE LINE
<br />T
<br />BURIED TELEPHONE LINE
<br />B T
<br />SWALE
<br />SILT FENCE
<br />TEMP. CONSTRUCTION FENCING
<br />CLEARING LIMIT
<br />SANITARY SEWER CLEAN OUT
<br />O
<br />SANITARY SEWER MANHOLE
<br />O
<br />STORM DRAIN CATCH BASIN - TYPE I
<br />❑
<br />STORM DRAIN CATCH BASIN - TYPE II
<br />O❑
<br />STORM DRAIN INLET (NO CATCH)
<br />0
<br />STORM DRAIN CULVERT
<br />WATER CAP/PLUG
<br />WA TER COUPLING
<br />#
<br />GUARD POST
<br />o
<br />REDUCER
<br />THRUST BLOCK
<br />a
<br />WA TER METER
<br />2 NOZZLE FIRE HYDRANT
<br />3 NOZZLE FIRE HYDRANT
<br />-6-
<br />FLANGE/BOND FL JOINT
<br />II
<br />MECHANICAL JOINT
<br />C
<br />PUSH-ON/HUB JOINT
<br />C
<br />THREAD JOINT
<br />AIR RELIEF VALVE
<br />BLOW -OFF VALVE
<br />BUTTERFLY VALVE
<br />CHECK VALVE
<br />N
<br />GATE/GENERAL VALVE
<br />PLUG VALVE
<br />GAS METER
<br />o
<br />GAS VALVE
<br />�►
<br />PAD MOUNTED TRANSFORMER
<br />0
<br />POWER VAULT
<br />TRANSMISSION TOWER (SCALEABLE)
<br />❑®
<br />UTILITY POLE
<br />-0-
<br />POWER POLE
<br />-0-
<br />UTILITY POLE ANCHOR
<br />E-
<br />TELEPHONE RISER
<br />1-1
<br />TELEPHONE VAULT
<br />OT
<br />BUS STOP
<br />eus
<br />MAIL BOX
<br />RIP RAP
<br />ROCKERY
<br />SHRUB
<br />GENERAL SIGN
<br />REGULA TOR Y SIGN
<br />�-
<br />TREE (CONIFER)
<br />TREE (DECIDUOUS)
<br />0
<br />YARD LIGHT
<br />0
<br />BRIDGE/TUNNEL :D-- - -
<br />ASPHALT PA VEMEN T
<br />CONCRETE
<br />SS SS
<br />-F -F -F -F -F -F -F -
<br />GAS
<br />X
<br />X
<br />X
<br />X
<br />X
<br />0
<br />0
<br />0
<br />C
<br />C
<br />D
<br />PTN. OF W 1/2 SE 1/4 OF SEC 14, TWP 28N, R4E W.M.
<br />ABBREVIATIONS
<br />AC
<br />ASPHALT CONCRETE PAVEMENT
<br />LCPE
<br />LINED CORRUGATED POLYETHYLENE PIPE
<br />AP
<br />ANGLE POINT
<br />LF
<br />LINEAL FEET
<br />ATB
<br />ASPHALT TREATED BASE
<br />LT
<br />LEFT
<br />AVE
<br />AVENUE
<br />LUI
<br />LAND USE INSPECTOR
<br />BCR
<br />BEGIN CURB RETURN
<br />MAX.
<br />MAXIMUM
<br />BOC
<br />BACK OF CURB
<br />MSE
<br />MECHANICALLY STABILIZED EARTH
<br />BOW
<br />BOTTOM OF WALL
<br />MH
<br />MANHOLE
<br />CASP
<br />CRITICAL AREA SITE PLAN
<br />MIN.
<br />MINIMUM
<br />q
<br />CENTERLINE
<br />MJ
<br />MECHANICAL JOINT
<br />CB
<br />CATCH BASIN
<br />N
<br />NORTH
<br />CDF
<br />CONTROLLED DENSITY FILL
<br />NIC
<br />NOT IN CONTRACT
<br />CMP
<br />CORRUGATED METAL PIPE
<br />O.C.
<br />ON CENTER
<br />COE
<br />CITY OF EVERETT
<br />PC
<br />POINT OF CURVATURE
<br />CONC.
<br />CONCRETE
<br />PE
<br />PLAIN END
<br />CONN.
<br />CONNECTION
<br />PI
<br />POINT OF INTERSECTION
<br />CONT.
<br />CONTINUOUS
<br />PL
<br />PLACE
<br />CPP
<br />CORRUGATED POLYETHYLENE PIPE
<br />PT
<br />POINT OF TANGENCY
<br />(W�SMOOTH INTERIOR WALLS)
<br />PVl
<br />POINT OF VERTICAL INTERSECTION
<br />CSBC
<br />CRUSHED SURFACING BASE COURSE
<br />PUE
<br />PUBLIC UTILITY EASEMENT
<br />CSTC
<br />CRUSHED SURFACING TOP COURSE
<br />PWS
<br />PUBLIC WORKS STANDARDS
<br />DIA.
<br />DIAMETER
<br />REQ'D.
<br />REQUIRED
<br />DI
<br />DUCTILE IRON
<br />ROW
<br />RIGHT-OF-WAY
<br />DW
<br />DRIVEWAY
<br />RT
<br />RIGHT
<br />E
<br />EAST
<br />S
<br />SOUTH
<br />ECR
<br />END CURB RETURN
<br />SD
<br />STORM DRAIN
<br />EDDS
<br />ENGINEERING DESIGN AND
<br />SP
<br />SPACE
<br />DEVELOPMENT STANDARDS
<br />SS
<br />SANITARY SEWER
<br />EL.
<br />ELEVATION
<br />SSD
<br />STOPPING SIGHT DISTANCE
<br />EOP
<br />EDGE OF PAVEMENT
<br />STA
<br />STATION
<br />ESC
<br />EROSION AND SEDIMENT CONTROL
<br />TESC
<br />TEMPORARY EROSION AND SEDIMENT CONTROL
<br />ESD
<br />ENTERING SIGHT DISTANCE
<br />TOC
<br />TOP OF CURB
<br />ESMT.
<br />EASEMENT
<br />TYP.
<br />TYPICAL
<br />EVA
<br />EMERGENCY VEHICLE ACCESS
<br />1BW
<br />TOP BACK OF WALK
<br />EXIST.
<br />EXISTING
<br />TOW
<br />TOP OF WALL
<br />FL
<br />FLOW LINE
<br />LINO
<br />UNLESS NOTED OTHERWISE
<br />FL.
<br />FLANGE
<br />VERT.
<br />VERTICAL
<br />FOC
<br />FACE OF CURB
<br />WSDOT
<br />WASHINGTON DEPT. OF TRANSPORTATION
<br />HORIZ
<br />HORIZONTAL
<br />W
<br />WITH
<br />IE
<br />INVERT ELEVATION
<br />W
<br />WEST
<br />INT
<br />INTERSECTION
<br />WS
<br />WATER SERVICE
<br />GENERAL PROJECT NOTES
<br />1. ALL WORKMANSHIP, METHODS AND MATERIALS FOR THIS PROJECT SHALL CONFORM TO THE LATEST EDITION OF THE
<br />STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PRODUCED BY WSDOT AND THE
<br />WASHINGTON STATE CHAPTER OF THE APWA; CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND
<br />SPECIFICATIONS FOR DEVELOPMENT AND ANY SPECIAL PROVISIONS PROVIDED BY THESE PLANS OR OTHER CONTRACT
<br />DOCUMENTS FOR THE PROJECT.
<br />2. EXISTING UTILITIES ARE SHOWN IN THESE PLANS PER THE LATEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL
<br />VERIFY THE LOCATIONS OF ALL UTILITIES AND RELATED SURFACE FEATURES WITHIN THE PROJECT AREA AND NOTIFY
<br />THE ENGINEER OF ANY DISCREPANCIES WITH THE PLAN INFORMATION PRIOR TO CONSTRUCTION. THE CONTRACTOR
<br />SHALL, AT MINIMUM, CONTACT THE UNDERGROUND UTILITIES LOCATE CENTER (811) TO HAVE UTILITIES VERIFIED ON THE
<br />GROUND PRIOR TO CONSTRUCTION.
<br />3. THE TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) MEASURES SHOWN IN THESE PLANS SHALL BE
<br />CONSIDERED A MINIMUM. THE CONTRACTOR SHALL PROVIDE ANY REASONABLE ADDITIONAL MEASURES AS MAY BE
<br />REQUIRED TO FACILITATE ACTUAL SITE RUNOFF CONDITIONS AT THE TIME OF CONSTRUCTION. ALL NECESSARY EROSION
<br />AND SEDIMENTATION CONTROL MEASURES SHALL BE IN -PLACE PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTI VI TIES.
<br />4. ALL NEW PAVEMENT, SIDEWALKS, AND CURB AND GUTTER INSTALLED BY THIS PROJECT SHALL BEAR ON SUITABLE,
<br />COMPACT FOUNDATION SOILS IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND
<br />PROJECT CONTRACT DOCUMENTS. SIMILAR EXISTING FACILITIES TO REMAIN, WHICH ARE DISTURBED OR DAMAGED DURING
<br />CONSTRUCTION, SHALL BE REPLACED IN -KIND TO THE SAME STANDARDS OF NEW FACILITIES.
<br />5. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE WSDOT STANDARD PLANS AND SPECIFICATIONS AS AMENDED OR
<br />SUPPLEMENTED BY THE PROJECT PLANS, DETAILS, AND SPECIFICATIONS AS PROVIDED IN THE CONTRACT DOCUMENTS.
<br />6. ALL EXISTING ON -SITE WELLS OR SEPTIC TANKS SHALL BE PROPERLY ABANDONED BY A LICENSED CONTRACTOR,
<br />CERTIFIED TO PERFORM SUCH WORK, AND WRITTEN VERIFICATION OF ABANDONMENT SHALL BE PROVIDED TO THE
<br />OWNER, WASHINGTON STATE DEPARTMENT OF ECOLOGY, AND SNOHOMISH COUNTY HEALTH DEPARTMENT IN ACCORDANCE
<br />WITH APPLICABLE AGENCY REGULATIONS.
<br />7. THE MATERIALS AND METHODS OF INSTALLATION FOR ALL WATER AND SANITARY SEWER FACILITIES SHALL BE IN
<br />ACCORDANCE WITH THE 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
<br />CONTRACTOR SHALL ALSO HAVE COPIES OF THE APPLICABLE REGULATORY AGENCY STANDARDS AVAILABLE AT THE JOB
<br />SITE DURING THE RELATED CONSTRUCTION OPERATIONS. ALL APPLICABLE PERMITS SHALL BE OBTAINED PRIOR TO ANY
<br />CONSTRUCTION ACTIVITY. ONE COMPLETE SET OF PROJECT PLANS WITH RECORDS OF AS -BUILT INFORMATION SHALL BE
<br />PROVIDED TO THE PROJECT ENGINEER AT THE END OF THE PROJECT.
<br />9. THE CONTRACTOR SHALL COORDINATE ACTIVITIES OF ALL UTILITY PURVEYORS IMPACTED BY WORK FOR THIS PROJECT
<br />AND SHALL CONTACT THEM PRIOR TO CONSTRUCTION TO SCHEDULE WORK FOR PROVISIONS FOR AND BE RESPONSIBLE
<br />TO SUPPORT, MAINTAIN, OR OTHERWISE PROTECT AND KEEP IN SERVICE ALL EXISTING UTILITIES WHETHER SHOWN OR
<br />NOT SHOWN ON THESE PLANS DURING CONSTRUCTION.
<br />10. UTILITIES, OR INTERFERING PORTIONS OF UTILITIES, THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY THE
<br />CONTRACTOR TO THE EXTENT NECESSARY TO COMPLETE THE PROPOSED WORK. THE CONTRACTOR SHALL PLUG THE
<br />REMAINING EXPOSED ENDS OF ABANDONED UTILITIES. CUTTING AND PLUGGING OF LINES TO BE ABANDONED SHALL BE
<br />CONSIDERED INCIDENTAL TO OTHER WORK PERFORMED.
<br />11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR
<br />THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF SITE PREPARATION, GRADING OPERATIONS,
<br />FOUNDATION, SLAB AND PAVING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IMMEDIATELY
<br />OF ANY PROVISION OF THE SOIL REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS,
<br />OR WHICH REQUIRES FURTHER CLARIFICATION.
<br />12. THE OWNER SHALL OBTAIN THE SERVICES OF A QUALIFIED SOILS ENGINEER AND/OR TESTING AGENCY TO PERFORM
<br />SUBGRADE/BACKFILL DENSITY TESTS OR TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY UNSUITABLE MATERIALS
<br />DURING CONSTRUCTION. A REPRESENTATIVE OF THE SOILS ENGINEER AND/OR TESTING AGENCY SHALL BE AVAILABLE TO
<br />OBSERVE AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS
<br />AS REQUIRED TO CERTIFY THE METHODS AND MATERIALS ARE IN ACCORDANCE WITH PROJECT SPECIFICATIONS. THE
<br />CONTRACTOR SHALL COORDINATE THE APPROPRIATE SOILS INSPECTIONS AND TESTING.
<br />13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL DURING CONSTRUCTION
<br />ADJACENT TO OR WI THIN ALL PUBLIC ROADWAYS. TRAFFIC CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY
<br />CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PRIVATE PROPERTY DRIVEWAYS DURING
<br />CONSTRUCTION.
<br />CLEARING AND GRADING NOTES
<br />A. ALL ENVIRONMENTALLY SENSITIVE AREAS AND THEIR BUFFERS SHALL BE FLAGGED FOR EASY IDENTIFICATION BEFORE
<br />CLEARING TAKES PLACE. AFTER THESE AREAS ARE FLAGGED AND CLEARING LIMITS ARE APPROVED, AN AREA WIDE
<br />ENOUGH TO INSTALL A SILT FENCE AT THE CLEARING LIMITS, BY HAND OR BY MECHANICAL METHODS, MAY BE
<br />CLEARED. THE TOP OF THE SILT FENCE SHALL BE REFLAGGED AFTER INSTALLATION. IF A SILT FENCE IS NOT
<br />REQUIRED, THE AREA SHALL BE DELINEATED USING AN ORANGE BARRIER.
<br />B. ALL PERIMETER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED, OPERATIONAL, AND INSPECTED BY THE
<br />PUBLIC WORKS INSPECTOR PRIOR TO INITIATION OF CLEARING AND GRUBBING OPERATIONS.
<br />C. DANGER TREES SHALL BE IDENTIFIED THROUGH A JOINT INSPECTION INVOLVING BOTH THE DEVELOPER AND PUBLIC
<br />WORKS INSPECTOR. NO TREES SHALL BE REMOVED UNTIL PERMISSION IS OBTAINED FROM THE APPROPRIATE PARTIES.
<br />D. WHERE POSSIBLE, NATURAL VEGETATION SHALL BE MAINTAINED FOR EROSION AND SEDIMENT CONTROL.
<br />E. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES SHALL BE
<br />MAINTAINED AND/OR ALTERED AS REQUIRED TO ENSURE CONTINUING EROSION/SEDI MEN T CONTROL.
<br />F. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL
<br />SUCH TIME THAT CLEARING AND OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES ARE
<br />OPERATIONAL, AND THE PO TEN I AL FOR EROSION HAS PASSED.
<br />CITY OF EVERETT STANDARD PLAN NOTES
<br />CLEARING AND GRADING
<br />1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR
<br />DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES.
<br />2. THE IMPLEMENTATION OF THESES ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC
<br />FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND
<br />VEGETATION/LANDSCAPING IS ESTABLISHED.
<br />3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO
<br />CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED.
<br />THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION.
<br />4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTI VI TIES,
<br />AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM,
<br />ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS.
<br />5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENT FOR ANTICIPATED SITE CONDITIONS. DURING THE
<br />CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE
<br />THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE.
<br />6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT/CONTRACTOR TO ENSURE THEIR
<br />CONTINUED FUNCTIONING, ESPECIALLY AFTER STORM EVENTS.
<br />7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WI THIN THE 48
<br />HOURS FOLLOWING A MAJOR STORM EVENT.
<br />8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH
<br />BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT
<br />LADEN WATER INTO THE DOWNSTREAM.
<br />9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE
<br />DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR
<br />THE DURATION OF THE PROJECT.
<br />10. THE CONTRACTOR SHALL BE PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT TRACKED OFF THE SITE.
<br />11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES IF THE PROPOSED BMPS
<br />FAIL. IF BMPS FAIL AND SEDIMENT -LADEN WATER IS LEAVING THE SITE, IMMEDIATELY NOTIFY YOUR PUBLIC WORKS INSPECTOR.
<br />12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1
<br />THROUGH APRI L 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH SEP TEMBER 30.
<br />13. NOTIFY THE CITY PUBLIC WORKS INSPECTOR AT LEAST 24 HOURS PRIOR TO DEWATERING ACTIVITIES. HANDLE HIGHLY TURBID OR
<br />OTHERWISE CONTAMINATED DEWA TERING WATER SEPARATELY FROM STORMWA TER.
<br />14. THE APPROVED PROJECT PUBLIC WORKS PERMIT AND SWPPP SHALL BE RETAINED ON SITE OR READILY AVAILABLE TO THE
<br />CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT.
<br />15. DESIGN, INSTALL, IMPLEMENT, AND MAINTAIN EFFECTIVE POLLUTION PREVENTION MEASURES TO MINIMIZE THE DISCHARGE OF
<br />POLLUTANTS.
<br />16. PROTECT ALL LID BMPS FROM SEDIMENTATION THROUGH INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL BMPS
<br />ON PORTIONS OF THE SITE THAT DRAIN INTO THE LID BMPS.
<br />STORM DRAINAGE
<br />1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED, TESTED,
<br />AND ACCEPTED BY THE CITY OF EVERETT.
<br />2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS
<br />AND THE WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (CURRENT EDITION).
<br />3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR
<br />CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY
<br />ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY
<br />THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO
<br />COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT.
<br />4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE
<br />PRIOR TO STARTING CONSTRUCTION.
<br />5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP NO WASTE, DRAINS TO STREAM, LAKE, RIVER, PUGET SOUND, OR
<br />WETLAND." CHOOSE APPROPRIATE FEATURE FOR THE PROJECT.
<br />6. DESIGN SHALL COMPLY WITH THE EVERETT MUNICIPAL CODE (EMC), CITY ADOPTED STORMWATER MANAGEMENT MANUAL, POLICIES,
<br />AND CRITERIA SET FORTH IN THE CITY OF EVERETT'S DESIGN AND CONSTRUCTION STANDARDS & SPECIFICATIONS.
<br />WATER
<br />A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE
<br />PRIOR TO SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST RESULTS
<br />B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE CITY UTILITIES DEPARTMENT AT THE DEVELOPER'S EXPENSE.
<br />THE CITY UTILITIES DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE FOR EACH CONNECTION. THE CITY UTILITIES
<br />DEPARTMENT SHALL THEREAFTER DETERMINE THE DATE AND TIME AT WHICH THE CONNECTION SHALL BE MADE.
<br />C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS.
<br />D. A PRE -CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF CONSTRUCTION. THE CITY OF EVERETT
<br />ENGINEERING DEPARTMENT CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF
<br />CONSTRUCTION.
<br />E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY THE CITY OF UTILITIES DEPARTMENT OF A PERSON WHO
<br />CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS.
<br />F. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION BETWEEN POTABLE AND NON -POTABLE
<br />CONVEYANCE SYSTEMS.
<br />G. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY CITY UTILITIES DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND
<br />EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES.
<br />SANITARY SEWER
<br />A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS.
<br />B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED,
<br />INSPECTED, AND APPROVED BY THE CITY INSPECTOR.
<br />C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR
<br />CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY
<br />ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL
<br />NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO
<br />COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT.
<br />D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND
<br />GRADE PRIOR TO STARTING CONSTRUCTION.
<br />G. AT A MINIMUM, EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED MONTHLY, OR FOLLOWING EACH
<br />RUNOFF -PRODUCING STORM, TO ENSURE PROPER OPERATION OF ALL EROSION AND SEDIMENT CONTROL FACILITIES.
<br />H. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE, NOR LOCATION OF PERMANENT
<br />PIPES, RESTRICTORS, OR DETENTION FACILITIES, BUT IS AN APPROVAL OF EROSION AND SEDIMENT CONTROL BMP'S
<br />ONL Y.
<br />I. THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM THE SITE WILL NOT BE
<br />ALLOWED. FAILURE TO 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
<br />CONTROLLING AIR POLLUTION, INCLUDING DUST. DUST CAN BE CONTROLLED BY WETTING EXPOSED SOILS, WASHING
<br />TRUCK WHEELS BEFORE THEY LEAVE THE SITE, AND INSTALLING AND MAINTAINING ROCK CONSTRUCTION ENTRANCES.
<br />CONSTRUCTION VEHICLE TRACKOUT IS A MAJOR SOURCE OF DUST AND ANY EVIDENCE OF TRACK -OUT CAN TRIGGER
<br />FINES FROM THE DEPARTMENT OF ECOLOGY OR THE PUGET SOUND 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
<br />UNDERGROUND UTILITY CONSTRUCTION SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES (WHERE CONSISTENT WITH
<br />SAFETY AND SPACE CONSIDERATIONS).
<br />Copyright © 2023 CPH Consultants, LLC. All Rights Reserved.
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<br />THE AS -BUILT INFORMATION
<br />SHOWN ON THIS PLAN IS PER
<br />A FIELD SURVEY PERFORMED
<br />BY MEAD GILMAN ASSOCIATES
<br />AND/OR RECORD DATA
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<br />CLIENT
<br />PACIFIC RIDGE HOMES
<br />17921 BOTHELL-EVERETT HWY
<br />SUITE 100
<br />BOTHELL, WA 98012
<br />C P III
<br />CONSULTANTS
<br />Site Planning • Civil Engineering
<br />Landscape Architecture • Land Use Consulting
<br />11321-13 NE 120th Street
<br />Kirkland, 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 />0132-21-023
<br />DRAWING
<br />CO-01
<br />SHEET 2 OF 36
<br />
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