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15.
<br />twhare below.
<br />LEGEND
<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
<br />2' CONTOUR LINE
<br />SANITARY SEWER MAIN
<br />WATER LINE
<br />FIRE SUPPLY
<br />STORM PIPE
<br />GAS LINE
<br />FENCE LINE
<br />POWER LINE
<br />BURIED POWER LINE
<br />UTILITY EASEMENT
<br />TELEPHONE LINE
<br />BURIED TELEPHONE LINE
<br />SWALE
<br />SILT FENCE
<br />TEMP. CONSTRUCTION FENCING
<br />CLEARING LIMIT
<br />SANITARY SEWER CLEAN OUT
<br />SANITARY SEWER MANHOLE
<br />STORM DRAIN CATCH BASIN - TYPE I
<br />STORM DRAIN CATCH BASIN - TYPE 1
<br />STORM DRAIN INLET (NO CATCH)
<br />STORM DRAIN CULVERT
<br />WATER CAP/PLUG
<br />WATER COUPLING
<br />GUARD POST
<br />REDUCER
<br />THRUST BLOCK
<br />WATER METER
<br />2 NOZZLE FIRE HYDRANT
<br />3 NOZZLE FIRE HYDRANT
<br />FLANGE/BUND FL JOINT
<br />MECHANICAL JOINT
<br />PUSH-ON/HUB JOINT
<br />THREAD JOINT
<br />AIR RELIEF VALVE
<br />BLOW -OFF VALVE
<br />BUTTERFLY VALVE
<br />CHECK VALVE
<br />GATE/GENERAL VALVE
<br />PLUG VALVE
<br />GAS METER
<br />GAS VALVE
<br />PAD MOUNTED TRANSFORMER
<br />POWER VAULT
<br />TRANSMISSION TOWER (SCALEABLE)
<br />UTILITY POLE
<br />POWER POLE
<br />UTILITY POLE ANCHOR
<br />TELEPHONE RISER
<br />TELEPHONE VAULT
<br />BUS STOP
<br />MAIL BOX
<br />RIP RAP
<br />ROCKERY
<br />SHRUB
<br />GENERAL SIGN
<br />REGULATORY SIGN
<br />TREE (CONIFER)
<br />TREE (DECIDUOUS)
<br />YARD LIGHT
<br />BRIDGE/TUNNEL
<br />ASPHALT PAVEMENT
<br />CONCRETE
<br />EXISTING
<br />PROPOSED
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<br />ABBREVIATIONS
<br />CITY OF EVERETT STANDARD PLAN NOTES
<br />CLEARING AND GRADING
<br />AC
<br />ASPHALT CONCRETE PAVEMENT LCPE LINED CORRUGATED POLYETHYLENE PIPE
<br />AP
<br />ANGLE POINT LF LINEAL FEET
<br />A.
<br />ALL ENVIRONMENTALLY SENSITIVE AREAS AND THEIR BUFFERS SHALL BE FLAGGED FOR EASY IDENTIFICATION BEFORE
<br />ATB
<br />ASPHALT TREATED BASE LT LEFT
<br />CLEARING TAKES PLACE. AFTER THESE AREAS ARE FLAGGED AND CLEARING LIMITS ARE APPROVED, AN AREA WIDE
<br />AVE
<br />AVENUE LUI LAND USE INSPECTOR
<br />ENOUGH TO INSTALL A SILT FENCE AT THE CLEARING LIMITS, BY HAND OR BY MECHANICAL METHODS, MAY BE CLEARED.
<br />BCR
<br />BEGIN CURB RETURN MAX. MAXIMUM
<br />THE TOP OF THE SILT FENCE SHALL BE REFLAGGED AFTER INSTALLATION. IF A SILT FENCE IS NOT REQUIRED, THE AREA
<br />BOC
<br />BACK OF CURB MSE MECHANICALLY STABILIZED EARTH
<br />SHALL BE DELINEATED USING AN ORANGE BARRIER.
<br />BOW
<br />BOTTOM OF WALL MH MANHOLE
<br />CASP
<br />CRITICAL AREA SITE PLAN MIN. MINIMUM
<br />B.
<br />ALL PERIMETER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED, OPERATIONAL, AND INSPECTED BY THE
<br />t
<br />CENTERLINE MJ MECHANICAL JOINT
<br />PUBLIC WORKS INSPECTOR PRIOR TO INITIATION OF CLEARING AND GRUBBING OPERATIONS.
<br />CB
<br />CATCH BASIN N NORTH
<br />w
<br />CDF
<br />CONTROLLED DENSITY FILL NIC NOT IN CONTRACT
<br />C.
<br />DANGER TREES SHALL BE IDENTIFIED THROUGH A JOINT INSPECTION INVOLVING BOTH THE DEVELOPER AND PUBLIC WORKS
<br />r
<br />CMP
<br />CORRUGATED METAL PIPE 0. C. ON CENTER
<br />INSPECTOR. NO TREES SHALL BE REMOVED UNTIL PERMISSION IS OBTAINED FROM THE APPROPRIATE PARTIES.
<br />o
<br />COE
<br />CITY OF EVERETT PC POINT OF CURVATURE
<br />zo
<br />3
<br />CONC. CONCRETE PE PLAIN END
<br />D.
<br />WHERE POSSIBLE, NATURAL VEGETATION SHALL BE MAINTAINED FOR EROSION AND SEDIMENT CONTROL.
<br />w
<br />L�
<br />CONN. CONNECTION PI POINT OF INTERSECTION
<br />CONT. CONTINUOUS PL PLACE
<br />E.
<br />AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES SHALL BE
<br />a
<br />CPP
<br />CORRUGATED POLYETHYLENE PIPE PT POINT OF TANGENCY
<br />MAINTAINED AND/OR ALTERED AS REQUIRED TO ENSURE CONTINUING EROSION/SEDIMENT CONTROL.
<br />o
<br />[WfSMOOTH INTERIOR WALLS) PVI POINT OF VERTICAL INTERSECTION
<br />CSBC
<br />USHED SURFACING BASE COURSE PUE PUBLIC UTILITY EASEMENT
<br />F.
<br />ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UN71L
<br />m
<br />CSTC
<br />CRUSHED SURFACING TOP COURSE PWS PUBLIC WORKS STANDARDS
<br />REQ'D. REQUIRED
<br />SUCH TIME THAT CLEARING AND OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL,
<br />a
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<br />,�
<br />DIAL
<br />DIAMETER
<br />AND THE POTENTIAL FOR EROSION HAS PASSED.
<br />DI DUCTILE IRON ROW RIGHT-OF-WAY
<br />DW
<br />DRIVEWAY RT RIGHT
<br />G.
<br />AT A MINIMUM, EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED MONTHLY, OR FOLLOWING EACH
<br />ci
<br />z
<br />E
<br />EAST S SOUTH
<br />RUNOFF -PRODUCING STORM, TO ENSURE PROPER OPERATION OF ALL EROSION AND SEDIMENT CONTROL FACILITIES.
<br />ECR END CURB RETURN SD STORM DRAIN
<br />EDDS
<br />ENGINEERING DESIGN AND SP SPACE
<br />H.
<br />APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE, NOR LOCATION OF PERMANENT PIPES,
<br />EL.
<br />DEVELOPMENT STANDARDS SS SANITARY SEWER
<br />ELEVATION SSD STOPPING SIGHT DISTANCE
<br />RESTRICTORS, OR DETENTION FACILITIES; BUT IS AN APPROVAL OF EROSION AND SEDIMENT CONTROL BMPS ONLY.
<br />EDP
<br />ESC
<br />EDGE OF PAVEMENT STA STATION
<br />EROSION AND SEDIMENT CONTROL TESC TEMPORARY EROSION AND SEDIMENT CONTROL
<br />1.
<br />THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM THE SITE WILL NOT BE
<br />t
<br />ESD
<br />ENTERING SIGHT DISTANCE TOC TOP OF CURB
<br />ALLOWED. FAILURE TO COMPLY WITH THIS CONDITION WILL RESULT IN ALL WORK ON THE SITE BEING STOPPED.
<br />ESMT. EASEMENT TIP. TYPICAL
<br />EVA EMERGENCY VEHICLE ACCESS TBW TOP BACK OF WALK
<br />J.
<br />THE WASHINGTON STATE CLEAN AIR ACT REQUIRES 7HE USE OF ALL KNOWN, AVAILABLE, AND REASONABLE MEANS OF
<br />I
<br />EXIST. EXISTING TOW TOP OF WALL
<br />CONTROLLING AIR POLLUTION, INCLUDING DUST. DUST CAN BE CONTROLLED BY WETTING EXPOSED SOILS, WASHING TRUCK
<br />FL
<br />FLOW LINE UNO UNLESS N07ED OTHERWISE
<br />WHEELS BEFORE THEY LEAVE 7HE SITE, AND INSTALLING AND MAINTAINING ROCK CONSTRUCTION ENTRANCES.
<br />FL.
<br />FLANGE VERT. VERTICAL
<br />CONSTRUCTION VEHICLE 1RACKOUT IS A MAJOR SOURCE OF DUST AND ANY EVIDENCE OF TRACK -OUT CAN TRIGGER FINES
<br />FOC
<br />FACE OF CURB WSDOT WASHINGTON DEPT. OF TRANSPORTATION
<br />FROM 7HE DEPARTMENT OF ECOLOGY OR THE PUGET SOUND AIR POLLUTION CONTROL AGENCY.
<br />HORIZ HORIZONTAL W WITH
<br />K.
<br />EVERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES BY 7HE END OF 7HE DAY AND MATERIAL EXCAVATED DURING
<br />IE
<br />TNT
<br />INVERT ELEVATION WEST
<br />INTERSECTION WS WATER SERVICE
<br />UNDERGROUND UTILITY CONSTRUCTION SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES (WHERE CONSISTENT WITH
<br />SAFETY AND SPACE CONSIDERATIONS).
<br />GENERAL PROJECT NOTES
<br />STORMDR41NAGE
<br />1.
<br />ALL WORKMANSHIP, METHODS AND MATERIALS FOR THIS PROJECT SHALL CONFORM TO THE LATEST EDITION
<br />1.
<br />NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED,
<br />OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PRODUCED BY
<br />TESTED, AND ACCEPTED BY THE CITY OF EVERETT.
<br />WSDOT AND 7HE WASHINGTON STATE CHAPTER OF 7HE APWA; CITY OF EVERETT DESIGN AND CONSTRUCTION
<br />STANDARDS AND SPECIFICATIONS FOR DEVELOPMENT AND ANY SPECIAL PROVISIONS PROVIDED BY THESE
<br />2.
<br />ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND STANDARD SPECIFICATIONS OF
<br />PLANS OR 07HER CONTRACT DOCUMENTS FOR THE PROJECT.
<br />WSDOT/APWA.
<br />2.
<br />EXISTING UTILITIES ARE SHOWN IN THESE PLANS PER 7HE LATEST AVAILABLE INFORMATION. THE
<br />CONTRACTOR SHALL VERIFY 7HE LOCATIONS OF ALL U77LI77ES AND RELATED SURFACE FEATURES WITHIN THE
<br />3.
<br />APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR
<br />PROJECT AREA AND N07IFY 7HE ENGINEER OF ANY DISCREPANCIES W17H 7HE PLAN INFORMATION PRIOR TO
<br />CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO
<br />CONSTRUCTION. 7HE CONTRACTOR SHALL, AT MINIMUM, CONTACT THE UNDERGROUND U77LI71ES LOCATE
<br />ANY ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR
<br />CENTER (811) TO HAVE UTILITIES VERIFIED ON THE GROUND PRIOR TO CONSTRUCTION.
<br />SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER
<br />3.
<br />THE TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) MEASURES SHOWN IN THESE PLANS SHALL
<br />PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT.
<br />BE CONSIDERED A MINIMUM. THE CONTRACTOR SHALL PROVIDE ANY REASONABLE ADDITIONAL MEASURES AS
<br />MAY BE REQUIRED TO FACILITATE ACTUAL SITE RUNOFF CONDITIONS AT THE TIME OF CONSTRUCTION. ALL
<br />4.
<br />ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND
<br />NECESSARY EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN -PLACE PRIOR TO ANY
<br />GRADE PRIOR TO STARTING CONSTRUCTION.
<br />DEMOLITION OR CONSTRUCTION ACTIVITIES.
<br />4.
<br />ALL NEW PAVEMENT, SIDEWALKS, AND CURB AND GUTTER INSTALLED BY THIS PROJECT SHALL BEAR ON
<br />5.
<br />ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED 'DUMP NO WASTE, DRAINS TO STREAM, LAKE, RIVER, PUGET
<br />SUITABLE, COMPACT FOUNDATION SOILS IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD
<br />SOUND, OR WETLAND." CHOOSE APPROPRIATE FEATURE FOR THE PROJECT.
<br />SPECIFICATIONS AND PROJECT CONTRACT DOCUMENTS. SIMILAR EXISTING FACILITIES TO REMAIN, WHICH ARE
<br />DISTURBED OR DAMAGED DURING CONSTRUCTION, SHALL BE REPLACED IN -KIND TO 7HE SAME STANDARDS
<br />A.
<br />NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION
<br />5.
<br />OF NEW FACILITIES.
<br />ALL PAVEMENT MARKINGS SHALL CONFORM TO THE WSDOT STANDARD PLANS AND SPECIFICATIONS AS
<br />DEVICE PRIOR TO SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND RECEIPT OF SATISFACTORY BACTERIOLOGICAL
<br />AMENDED OR SUPPLEMENTED BY THE PROJECT PLANS, DETAILS, AND SPECIFICATIONS AS PROVIDED IN 7HE
<br />TEST RESULTS
<br />6.
<br />CONTRACT DOCUMENTS.
<br />EXISING ON -SITE WELLS OR SEPTIC TANKS SHALL BE PROPERLY ABANDONED BY A LICENSED
<br />B.
<br />CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE CITY UTILITIES DEPARTMENT AT 7HE DEVELOPER'S
<br />CONTRACTOR, CERTIFIED TO PERFORM SUCH WORK, AND WRITTEN VERIFICATION OF ABANDONMENT SHALL
<br />CO
<br />EXPENSE. THE CITY UTILITIES DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE FOR EACH CONNECTION.
<br />PROVIDED TO THE OWNER, WASHINGTON STATE DEPARTMENT OF ECOLOGY, AND SNOHOMISH COUNTY HEALTHH
<br />THE CITY UTILITIES DEPARTMENT SHALL THEREAFTER DETERMINE THE DATE AND TIME AT WHICH THE CONNECTION SHALL
<br />DEPARTMENT IN ACCORDANCE WITH APPLICABLE AGENCY REGULATIONS.
<br />BE MADE.
<br />Z
<br />THE MATERIALS AND METHODS OF INSTALLATION FOR ALL WATER AND SANITARY SEWER FACIL171ES SHALL
<br />C.
<br />ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS.
<br />BE IN ACCORDANCE W17H 7HE LATEST CITY OF EVERETT STANDARDS.
<br />8.
<br />AT LEAST TWO COPIES OF THESE PLANS SHALL BE ON THE JOB SITE WHEN CONSTRUCTION IS IN PROGRESS.
<br />D.
<br />A PRE-CONSIRUC710N MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF CONSTRUCTION. THE CITY OF
<br />THE CONTRACTOR SHALL ALSO HAVE COPIES THE APPLICABLE REGULATORY AGENCY STANDARDS
<br />AVAILABLE AT THE JOB 511E DURING THE RELAATT ED CONSTRUCTION OPERATIONS. ALL APPLICABLE PERMITS
<br />EVERETT ENGINEERING DEPARTMENT CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO
<br />SHALL BE OBTAINED PRIOR TO ANY CONSTRUCTION ACTIVITY. ONE COMPLETE SET OF PROJECT PLANS WITH
<br />COMMENCEMENT OF CONSTRUCTION.
<br />RECORDS OF AS -BUILT INFORMATION SHALL BE PROVIDED TO THE PROJECT ENGINEER AT THE END OF THE
<br />PROJECT.
<br />E.
<br />THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY THE CITY OF UTILITIES DEPARTMENT OF A
<br />9.
<br />THE CONTRACTOR SHALLCOORDINATE ACTIVITIES OF ALL UTILITY PURVEYORS IMPACTED BY WORK FOR THIS
<br />PERSON WHO CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS.
<br />PROJECT AND SHALL CONTACT THEM PRIOR TO CONSTRUCTION TO SCHEDULE WORK FOR PROVISIONS FOR
<br />AND BE RESPONSIBLE TO SUPPORT, MAINTAIN, OR 07HERKISE PROTECT AND KEEP IN SERVICE ALL EXISTING
<br />F.
<br />MAMINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION BETWEEN POTABLE AND
<br />MAINTAINA A
<br />U77LI71ES WHETHER SHOWN OR NOT SHOWN ON THESE PLANS DURING CONSTRUCTION.
<br />NON -POTABLE CONVEYANCE SYSTEMS
<br />10.
<br />UTILITIES, OR INTERFERING PORTIONS OF UTILITIES, THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY
<br />THE CONTRACTOR TO THE EXTENT NECESSARY TO COMPLETE 7HE PROPOSED WORK. THE CONTRACTOR
<br />G.
<br />ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY CITY UTILITIES DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW
<br />NN
<br />SHALL PLUG THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES. CUTTING AND PLUGGING OF LINES TO
<br />AND EXISTING, SHALL BE ACCESSIBLE AL TIMES.
<br />of
<br />BE ABANDONED SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK PERFORMED.
<br />11.
<br />IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF 7HE SOILS
<br />SANITARYSEWER
<br />w
<br />REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF SITE PREPARATION,
<br />Z
<br />GRADING OPERATIONS, FOUNDATION, SLAB AND PAVING CONSTRUCTION. THE CONTRACTOR SHALL N071FY
<br />A.
<br />ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND WSDOT/APWA STANDARD
<br />THE PROJECT ENGINEER IMMEDIATELY OF ANY PROVISION OF THE SOIL REPORT WHICH CONFLICT WITH
<br />SPECIFICATIONS.
<br />INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRES FURTHER CLARIFICATION.
<br />12.
<br />THE OWNER SHALL OBTAIN THE SERVICES OF A QUALIFIED SOILS ENGINEER AND/OR TESTING AGENCY TO
<br />B.
<br />NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN
<br />O
<br />PERFORM SUBGRADE/BACKFILL DENSITY TESTS OR TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY
<br />TESTED, INSPECTED, AND APPROVED BY THE CITY INSPECTOR.
<br />UNSUITABLE MATERIALS DURING CONSTRUCTION. A REPRESENTATIVE OF THE SOILS ENGINEER AND/OR
<br />TESTING AGENCY SHALL BE AVAILABLE TO OBSERVE AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS.
<br />C.
<br />APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR
<br />THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS AS REQUIRED TO CERTIFY THE METHODS AND
<br />CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO
<br />MATERIALS ARE IN ACCORDANCE WITH PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE THE
<br />ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE
<br />APPROPRIATE SOILS INSPECTIONS AND TESTING.
<br />CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE
<br />13.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL DURING
<br />CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT.
<br />CONSTRUCTION ADJACENT TO OR W17HIN ALL PUBLIC ROADWAYS. TRAFFIC CONTROL MEASURES SHALL BE IN
<br />O
<br />PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. 7HE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PRIVATE
<br />D.
<br />ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR
<br />L=
<br />PROPERTY DRIVEWAYS DURING CONSTRUCTION.
<br />LINE AND GRADE PRIOR TO STARTING CONSTRUCTION.
<br />CLIENT
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<br />TESC NOTES FOUR CORNERS, LLC
<br />10900 NE 8TH STREET
<br />1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, SUITE 1200
<br />CHANNELS, RETENTION FACILITIES, UTILITIES). BELLEVUE, WA 98004
<br />2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL PHONE: (425) 453-9551
<br />CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATIONIIANDSCAPING IS ESTABLISHED.
<br />3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE
<br />FLAGGED CLEARING LIMITS SHALL BE PERMITTED. 7HE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT CONTRACTOR FOR 7HE DURATION OF CONSTRUCTION.
<br />4. 7HE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN
<br />WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. C P H
<br />5. 7HE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING 7HE CONSTRUCTION PERIOD, THESE ESC FACIL177ES SHALL BE UPGRADED AS NEEDED FOR
<br />UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE
<br />6. THE ESC FACIL171ES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER STORM EVENTS.
<br />7. EESC SHALL MORE THAN ONE FOOT OF SEDIMENT BE177ES ON INACTIVE S17ES SHALL BE ALLOWEAND DTO ACCUMULATENTAINED AUWI7HIN A TRAPPED CATCH BASIN. ALL M OF ONCE A MONTH OR WfTHIN 7HE CATCHUBASI S ANDRS
<br />G A MAJOR STORM EVENT.
<br />8. ATNO 77ME CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CONSULTANTS
<br />CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. Site Planning •Civil Engineer ng
<br />9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAYBE REQUIRED TO ENSURE Landscape Architecture •Land Use Consulting ALL PAVED AREAS ARE KEPT CLEAN FOR 7HE DURATION OF THE PROJECT.
<br />10. 7HE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT TRACKED OFF 7HE SITE CONTRACTOR SHALL KEEP CITY STREETS CLEAR OF DIRT AND DEBRIS AT AL TIMES 11321-13 NE 12DIh Street
<br />DURING CONSTRUCTION. DUST SUPPRESSION AND STREET CLEANING MUST OCCUR AS DIRECTED BY 7HE PUBLIC WORKS INSPECTOR. arldand, WA 911034-)425) 285-2390
<br />11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES IF THE PROPOSED BMPS FAIL. 101 South Wenatchee Avenue, Suite C3
<br />12. BARE ANDIOR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 7HROUGH Wenatchee, ww.cphconsu t nts.com
<br />SEPTEMBER 30. www.cphconsultants.com
<br />PROJECT NO.
<br />0024-18-042
<br />DRAWING
<br />C0.01
<br />SHEET 2 OF 51
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<br />Copyright ® 2020 CPH Consultants, LLC. All Rights Reserved.
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