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re�ocK PTN. OF SE 1 4 OF SEC. 17 TWP 29. R5E W.M. � � � ' ;
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<br /> LEGEND ABBREVIATIONS CITY OF EVERETT STANDARD PLAN NOTES m `�
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<br /> CLEAR/NG AND GRADING
<br /> EXISTING PROPOSED AC ASPHALT CONCRETE PAVEMENT LCPE L1NED CORRUGATED POLYETHYLENE PIPE
<br /> ROADWAY CENTERLINE - - - - AP ANGLE PDINT LF LINEAL FEET A. ALL ENVIRONMENTALLY SENSITIVE AREAS AND THEIR BUFFERS SHALL BE FLAGGED FOR EASY IDENTiFICATION BEFORE
<br /> ATB ASPHALT TREATED BASE LT LEFT CLEARING TAKES PLACE. AFTER THESE AREAS ARE FLAGGED AND CLEARING LIMlTS ARE APPROVED, AN AREA WIDE
<br /> PROJECT BOUNDARY LINE - -- - - AVE AVENUE LU! LAND USE 1NSPECTOR ENOUGH TO INSTALL A SiLT FENCE AT THE CLEARING UMITS, BY HAND OR BY MECHANICAL METHODS, MAY BE CLEARED.
<br /> PROPERTY BOUNpARY LINE - --- BCR BEGIN CURB RETURN MAX. MAXIMUM THE TOP OF THE SILT FENCE SHALL BE REFLAGGED AFTER INSTALLATION. IF A SILT FENCE fS NOT REQUIRED, THE AREA Q
<br /> BOC BACK OF CURB MSE MECHANICALLY STABILIZED EARTH SHALL BE DELINEATED USING AN ORANGE BARRIER. � .
<br /> RIGHT-OF-WAY UNE - -- - - BOW BOTTOM OF WALL MH MANHOLE �
<br /> EASEMENT UNE - - - - - - -
<br /> CASP CRIi1CAl AREA SITE PLAN MIN. MINIMUM B. ALL PERIMETER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED, OPERATIONAL, AND INSPECTED BY THE m
<br /> -" - - - - - - - � CENTERLINE MJ MECHANICA� JOINT PUBLIC WORKS INSPECTOR PRIOR TO INITIATION OF CLEARING AND GRUBBING OPERATIONS. �
<br /> EDGE OF PAVEMENT LINE CB CATCH BASIN N NORTH �
<br /> COF CONTROLLED DENSITY FILL NIC NOT IN CONTRACT C. DANGER TREES SHALL BE IDENTIFIED THROUGH A JOINT INSPECTION tNVOLVING BOTH THE DEVELOPER AND PUBLIC WORKS � �
<br /> 10' CONTOUR LWE - - - - - - 290- - - CMP CORRUGATED METAL PIPE O.C. ON CENTER INSPECTOR. NO TREES SHALL BE REMOVED UN11L PERMISSION IS OBTAINED FROM THE APPROPRIATE PARIIES. a z '�
<br /> _ _ _ _ _ COE CITY OF EVERETT PC POINT OF CURVATURE � - �
<br /> 2' CONTOUR LINE - - - - - - - - CONC. CONCRETE PE PLAIN END � o
<br /> �. WHERE POSSIBl.E, NATURAL VEGETATlON SHALL BE MAINTAINED FOR EROSIDN AND SEDIMENT CONTROL. z o
<br /> S ANITARY SE W ER M A I N SS S S S S CONN. CONNECTION PI POINT OF INTERSECTiON o 3
<br /> CONT. CONTINUOUS PL PLACE E. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES SHALL BE � � a
<br /> WATER LINE W - - - - -` - - - - - -- - CPP CORRUGATED POLYETHYLENE PIPE PT POINT OF TANGENCY MAINTAINED AND/OR ALTERED AS REQUIRED TO ENSURE CON�INUING EROSION/SEDIMENT CONTROL. 'w m �
<br /> FIRE SUPPLY F -F -F -F -F -F -F -F - (W�SMOOTH INTERIOR WALLS) PVI POINT OF VERI7CAL 1NTERSECTlON � a �
<br /> CSBC CRUSHED SURFACING BASE COURSE PUE PUBLIC UTILITY EASEMENT F. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMP'S SHALL BE MAINTAINED tN A SATISFACTORY COND1110N UN11L �, N
<br /> S T O R M P I P E S� CSTC CRUSHED SURFACING TOP COEIRSE P W S P U B L I C W O R K S S T A N D A R D S SUCH TIME THAT CLEARlNG AND/OR CONSTRUCTION IS COMPLETED, PERMANENT �RAINAGE FACILITIES ARE OPERAnONAL, � � ,
<br /> GAS LINE GAS GAS DIA. DIAMETER REQ'D. REQUIRED AND T�-IE POTENTIAL FOR EROSION HAS PASSED. Q N �'
<br /> DI DUCTiLE IRON ROW RIGHT-OF-WAY o , � �
<br /> FENCE LINE X DW DRIVEWAY RT R1GHT �. AT A M/NIMUM, EROSION AND SEDIMENT CONTROL FACILITIES SHALL 8E MA/NTAINED MONTHLY, OR FQLLOIMNG EACH
<br /> E EAST S SOUTH RUNOFF-PRODUCING STORM, TO ENSURE PROPER OPERATION OF ALL EROSION AND SEDIMENT CONTROL FACILITIES. � o �
<br /> POWER L1NE OP ECR END CURB RETURN SD STORM ORAIN z a a
<br /> ' BURIED POWER LINE BP EDDS ENGINEERIPIG DESIGN AND SP SPACE H. APPROVAL OF THlS PLAN DOES NOT CONSTITIJTE AN APPROVAL OF DESIGN, SIZE, NOR LOCATION OF PERMANENT PIPES,
<br /> DEVEtOPMENT STANDARDS SS SAN/TARY SEWER RESTRICTORS OR DETENTION FAClUT1ES• BUT IS AN APPROVAL OF EROSION AND SEDIMENT CONTROL BMP'S ONLY. �
<br /> UTILITY EASEMENT - - - - - - - - - - - - - - - - EL. ELEVATION SSD STOPPING SIGHT DISTANCE � � �w J , �
<br /> EOP EDGE OF PAVEMENT STA STATION �.� ,q
<br /> TELEPHONE UNE T ESC EROSION AND SEDIMENT CONiROL TESC TEMPORARY EROSION AND SEDIMENT CONTROL L THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM THE SITE WlLL NOT 8E �.
<br /> BURIED TELEPHONE LINE BT ESD ENTERING SIGHT DISTANCE TOC TOP OF CURB ALLOWE�. FAILURE TO COMPLY WITH THIS CONDITION WILL RESULT IN ALL WORK ON THE SITE BEING STOPPED. �, c
<br /> ESMT. EASEMENT TYP. TYPICAL �
<br /> SWALE - - - - - - - - - - - --- --- EVA EMERGENCY VEHICLE ACCESS TBW TOP BACK OF WALK J. THE WASHINGTON STATE CLEAN A!R ACT REQUIRES THE USE OF ALL KNOWN, AVAILABLE, AND REASONABLE MEANS OF
<br /> EXIST. EXISTlNG TOW TOP OF WALL CONTROLLING AIR POLLUTION, INCLUDING DUST. DUST CAN BE CONTROLLED BY WETTING EXPOSED SOILS, WASHING TRUCK
<br /> SILT FENCE -X X X X X- WHEELS BEFORE THEY LEAVE THE SITE, AND INSTALLING AND MAlNTAINING ROCK CONSTRUCTION EN7RANCES. k,4
<br /> FL FLOW LINE UNO UNLESS NOTED OTHERVYISE F
<br /> TEMP. CONSTRUCTION FENCING 0 0 0 FL. FLANGE VERT. VERTICAL CONSTRUCTION VEHtCLE TRACKOUT IS A MAJOR SDURCE OF DUST AND ANY EVIDENCE OF TRACK-OUT CAN TRlGGER FINES �'FS T� p
<br /> FROM THE DEPARTMENT OF ECOLOGY OR THE PUGET SOUND AIR POLLUTlON CONTROL AGENCY.
<br /> FOC FACE OF CURB WSDOT WASHINGTON DEPT. OF TRANSPORTA770N o]vAL rY
<br /> CLEARING LIMIT - - � - - - - (�I
<br /> HORI2 HORIZONTAL W/ ►MTf-1 K. EVERY EFFORT SHALL BE MADE TD CLOSE UTIUTY UNES BY THE END OF THE DAY AND MATERIAL EXCAVATED DURING � '
<br /> SANITARY SEWER CLEAN OUT � � NT INTERSECnON��N WS W TER SERVICE UNDERGROUND UTILITY CONSTRUC110N SHALL BE PLACED ON THE UPHILL S1DE OF TRENCHES (WHERE CONSISTENT W1TH �,'�'`
<br /> SANITARY SEWER MANHOLE O � SAFETY AND SPACE CONSIDERATIONS).
<br /> STORM DRAIN CATCH BASIN - T1PE I ❑ ��� GENERAL PROJECT NOTES STORMDRAINAGE �
<br /> STORM DRAIN CATCN BASIN - TYPE N � (�� :
<br /> STORM DRAIN lNLET �NO CATCH) 0 � 1. ALL WORKMANSHIP, METHODS AND MATERIALS FOR THIS PROJECT SHALL CONFORM TO THE LATEST EDITION 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE UNTIZ IT HAS BEEN INSPECTED,
<br /> OF THE S�ANDARD SPECIFICATIONS FOR ROAD, BRlDGE, AND MUNICIPAL CONSTRUCTION AS PRODUCED BY TESTED, AND ACCEPTED BY THE CITY OF EVERETT.
<br /> STORM DRAfN CULVERT � _ _ _ � WSDOT AND THE WASHINGTON STATE CHAPTER OF THE APWA; CITY OF EVERETT DESIGN AND CONSTRUCTION
<br /> STANDARDS AND SPECtFICATIONS FOR DEVELOPMENT AND ANY SPECIAL PROVISIONS PROVIDED BY THESE 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND STANDARD SPECIFICATIONS OF
<br /> WATER CAP/PLUG ] � PLANS OR OTHER CONTRACT DOCUMENTS F�R THE PROJECT. WSDOT/APWA.
<br /> WATER COUPLING # � 2. EXISTING UTILITIES ARE SHOWN IN THESE PLANS PER THE LATEST AVAILABLE INFORMATlON. THE
<br /> CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND RELATED SURFACE FEATURES WITHIN THE 3. APPROXIMATE LOCATIONS OF EXISTING U17LIT1ES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR Z
<br /> GUARD POST � • PROJECT AREA AND N017FY THE ENGINEER OF ANY DISCREPANCIES IMTH THE PLAN INFORMATION PRIOR TO CONVENIENCE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICA7i0N OF LOCATIONS AND TO AVOID DAMAGE TO �
<br /> REDUCER d � CONSTRUCTION. THE CONTRACTOR SHALL, AT MINIMUM, CONTACT THE UNDERGROUND UTILITlES LOCATE ANY ADDITIONAL UTI�t11ES SHOWN. !F C�NFLIC�S WITH EXISTING UTILlilES ARISE DURING CONSTRUCTION, THE CONTRACTOR z
<br /> CENTER (811) TO HAVE UTILITIES VERIFIED ON THE �ROUND PRIOR TO CONSTRUCTION. SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUlRED SHALL BE APPROVED BY THE ClTY ENGINEER �
<br /> THRUST BLOCK � � 3. THE TEMPORARY EROSION AND SEDlMENTATION CONIROL (TESC) MEASURES SHOWN IN THESE PLANS SHALL PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT.
<br /> WATER METER � � BE CONSIDERED A MINIMUM. THE CONTRACTOR SHALL PROVtDE ANY REASONABLE ADDITIONAL MEASURES AS 3
<br /> MAY BE REQUIRED TO FACILlTATE ACTtJAL SITE RUNOFF CONDITIONS AT THE TIME OF CONSIRUCTION. ALL 4. ALL STORM SYSTEMS Wli'HIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND
<br /> 2 NOZZLE FIRE HIDRANT �.� � NECESSARY EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN-PLACE PRIOR TO ANY GRADE PRIOR TO STAR�ING CONSTRUC110N. � ?
<br /> DEMOLI TION OR CONSTRUCTION ACTI VI TIES. o
<br /> 3 NOZZLE FIRE HYDRANT -C- -�- 4. ALL NEW PAVEMENT, SIDEWAZKS, AND CURB AND GUTTER INSTALLED BY THIS PROJECT SHALL BEAR ON 5. ALL CATCH BAS1N GRATES MUST BE STENCILED OR STAMPED 'bUMP NO WASTE, DRAINS TO STREAM, LAKE, RIVER, PUGET �/1 I-W.� �
<br /> FLANGE/BUND FL JOINT � II SUITABLE, COMPACT FOUNDA710N SOILS IN ACCORDANCE WITH THE REQUIREMENTS OF iNE STANDARD SOUND, OR WETLAND." CHOOSE APPROPRIATE FEATURE FOR THE PROJECT. � Z � �
<br /> ' SPECIFICATiONS AND PROJECT CONTRACT DOCUMENTS. SIMILAR EXISTING FACILITIES TO REMAIN, WHICH ARE
<br /> MECHANICAL JOINT C C DISTURBED OR DAMAGED DURING CONSTRUCTION, SHALL BE REPLACED IN-K/ND TO THE SAME STANDARDS A. NO CONNECTION TO THE EXIS77NG MAINS WU1 BE ALLOWED EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION ' --� �
<br /> PUSH-ON UB JOINT C C OF NEW FACILITIES. �EVICE PRIOR TO SATISFACTORY FLUSHING, TES77NG, DISINFECTlON, AND RECEIPT OF SAI7SFACTORY BACTERIOLOGICAL
<br /> � 5. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE WS�OT STANDARD PLANS AND SPECIFICA110NS AS � z
<br /> THREAD JOINT I � AMENDED OR SUPPLEMENTED BY THE PROJECT PLANS, DETAILS, AND SPECIFICATIONS AS PROVIDED IN THE TEST RESULTS (� W cn
<br /> CONTRACT' DOCUMENTS. , Z
<br /> AIR RELIEF VALVE � � 6. ALL EXISTING ON-SlTE WELLS OR SEPTIC �ANKS SHAtL BE PROPERLY ABANOONED BY A UCENSED B. CONNEC]70NS TO AND TAPS ON EXISTING MAINS IMLL BE MADE BY THE CITY UT1L11iES DEPARTMENT AT THE DEVELOPERS � l,V
<br /> CONTRACTOR CERTIFIED TO PERFORM SUCH WORK AND WRITTEN VERIFICATION OF ABANDONMENT SHALL BE EXPENSE. THE CITY UTILITIES DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSlNESS DAYS NOTICE FOR EACH CONNEC170N. �
<br /> BLOW-OFF VALVE Y T PROViDED TO 7NE OWNER, WASHINGTON STATE DEPARTMENT OF ECOLOGY, AND SNOH�MISH COUNTY HEALTH THE CITY UTILITIES DEPARTMENT SHALL THEREAFTER DETERMINE THE DATE AND TIME AT WHICH THE CONNEC710N SHALL � �
<br /> BUTTERFLY VALVE � ►y DEPARTMENT IN ACCORDANCE WIThI APPLICABLE A�ENCY REGULATIONS. BE MADE. � �'
<br /> 7. THE MATERIALS AND METHODS OF INSTALLATION FOR ALL WATER AND SANITARY SEWER FACIl.IT1ES SHALL ,�`, Q
<br /> CHECK VALVE � � BE IN ACCORDANCE WiTH THE �ATEST CITY OF EVERETT STANDARDS. C. ALL WORK AND MATERIALS MUSi" CONFORM TO CITY OF EVERETT STANDARDS a � � ,
<br /> 8. AT LEAST TWO COPIES OF THESE PLANS SHALL BE ON THE JOB SITE WHEN CONSTRUCTIDN IS IN PROGRESS.
<br /> GATE/GENERAL VALVE �a N D. A PRE-CONSTRUC110N MEETING SHALL BE HELD WlTH THE CITY PRIOR TO THE START OF CONS7RUCTION. THE CITY OF � L,V
<br /> THE CONTRACTOR SHALL ALSO HAVE COPIES OF THE APPLICABLE REGULATQRY AGENCY STANDARDS Z
<br /> EVERETT ENGINEERING DEPARTMENT CONSTRtJCT10N DIVISION MUST BE NOTIFlED AT LEAST 24 HOURS PRIOR TO �
<br /> PLUG VALVE � � AVAILABLE AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. ALL APPLICABLE PERMITS Q 4.
<br /> SHALL BE OBTAINED PRIOR TO ANY CONSTRUC110N ACTIVITY. ONE COMPLETE SET OF PROJECT PLANS WITH COMMENCEMENT OF CONSTRUCTION. � ¢
<br /> GAS METER o � RECORDS OF AS-BUILT INFORMATiON SHALL BE PROVIDED TO THE PROJECT ENGINEER AT THE END OF TFIE -
<br /> GAS VALVE r� p� PROJECT. E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY THE CITY OF UTILITIES DEPARTMENT OF A � � � �
<br /> 9. THE CONTRACTOR SHALL COORDINATE ACI1VITiES OF ALL U1ILITY PURVEYORS IMPACTED BY WORK FOR THIS PERSON WHO CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS. W
<br /> PAD MOUNTED TRANSFORMER 0 � PROJECT AND SHALL CONTACT THEM PRIOR TO CONSTRUCTtON TO SCHEDULE WORK FOR PROVISIONS FOR F. MAINTAlN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION BETWEEN POTABLE AND W 0 m
<br /> POWER VAULT [� �p AND BE RESPONSIBLE TO SUPPC?RT, MAINTAIN, OR OTHERWISE PROTECT AND KEEP IN SERVICE ALL EXtS17NG NON-POTABLE CONVEYANCE SYSTEMS. � '�''y' Q
<br /> UT1L1 TIES WHETHER SHOWN OR NOT SHOWN ON THESE PLANS DURING CONSTRUC770N. .,
<br /> TRANSMlSSION TOWER (SCALEABLE) � 10. UTILITIES, OR INTERFERING POR110NS OF UTILII7ES, THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY G. A�.L CITY OF EVERE�T VAl.VES SHALI BE OPERATED 8Y CITY UTiLITIES DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW � V z
<br /> THE CONTRACTOR TO THE EXTENT NECESSARY TO COMPLETE THE PROPOSED WORK. THE CONiRACTOR
<br /> UTIUTY POLE �- -+� SHALL PLU� THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES. CUTI7NG AND PLUGGING OF LINES TO AND EXISI7NG, SHALL BE ACCESSIBLE AT ALL TIMES. J W �
<br /> POWER POLE �r- -o- BE ABANDONED SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK PERFORMED. W (� J W
<br /> 11. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS SANITARYSEWER \ �
<br /> UTILITY POLE ANCHOR � F-- REPORT FOR THE SITE BE OBSERVED AND COMPUED I�ITH DURING ALL PHASES OF SITE PREPARA�ION, / �
<br /> GRADING OPERATIONS, FOUNDATION, SLAB AND PAVING CONSTRUCTION. THE CONTRACTOR SHALL N011FY � � �
<br /> TELEPHONE RISER o ■ A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND WSDOT/APWA STANDARD �/ �
<br /> THE PROJECT ENGINEER IMMED1ATELY OF ANY PROV1SION OF THE SOIL REPORT WHICH CONFLICT WITH SPECIFICATIONS. L.i,_ �, y
<br /> TELEPHONE VAULT �T T� INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHfCH REQUIRES FURTHER CLARIFICATION.
<br /> BUS STOP aus �S 12. THE OWNER SHALL OBTAIN THE SERVICES OF A QUALIFIED SOILS ENGINEER AND/OR TESTING AGENCY TO B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN
<br /> PERFORM SUBGRADE/BACKFILL DENSITY TESTS OR TO DtRECT THE REMOVAL AND REPLACEMENT OF ANY TESTED, INSPECTED, AND APPROVED BY THE CITY INSPECTOR. CLIENT
<br /> MAIL BOX � � UNSUITABLE MATERIALS DURING CONSTRUCi70N. A REPRESENTATIVE OF THE SO(�S ENGINEER AND/OR
<br /> RIP RAP � TESTING AGENCY SHALL BE AVAILABLE TO OBSERVE AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR
<br /> THE SDILS ENGINEER SHALL SUBMIT FIELD REPORTS AS REQUIRED TO CER7IFY THE METHODS AND CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO . .
<br /> ROCKERY ccr.�cs C� MATERtALS ARE IN ACCORDANCE WITH PROJECT SPECIFICA770NS. iNE CONTRACTOR SHALL COORDINATE THE ANY ADDITIONAL UTIL111ES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILI7IES AR/SE DURING CONSTRUCTIDN, THE RIVERVIEW I, LLC
<br /> SHRUB APPROPRIATE SOILS /NSPECTIONS AND TESTING. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE 10900 NE 8TH STREET
<br /> � � 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDtNG ADEQUATE TRAFFIC CONTROL DURING CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. SUITE 1200
<br /> GENERAL SIGN � ..._ CONS7RUCTION ADJACENT TO QR WITHIN ALL PUBLIC ROADWAYS. TRAFFIC CONTROL MEASURES SHALL BE IN BELLEVUE, WA 98004
<br /> P�ACE PRIOR TO ANY CONSTRUCTInN ACIIVITY. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PRIVATE D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RtGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR PHONE: (425)453-9551
<br /> � REGU�ATORY SIGN �-- �.- PROPERTY DRIVEWAYS DURING CONSTRUCTION. LINE AND GRADE PRIOR TO STAR7]NG CONSTRUCTION.
<br /> o TREE (CONIFER) �� � �
<br /> i TREE (DECIDUOUS) � � TESC NOTES .
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<br /> � BRIDGE/TUNNEL �` 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE APPROVAI. OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS,
<br /> Y � - - �__ CHANNELS, RETEN770N FACIL�TIES, UTILI TIES).
<br /> � ASPHALT PAVEMENT l �- � 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMEN7, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANTfCONTRACTOR UNTIL ALL
<br /> � CONCRETE , � 3. THE BOUNDARIES OF�THE CL�ARING LlM�� SHOWN ON THIS P�AN�SHALL BE CLEARLY FLA GED IN THE FlELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE C O N S U L T A N T S ;
<br /> m FLAGGED CLEARING �IM1TS SHALL 8E PERMITTED. 1NE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONIRACTOR FOR THE DURATION OF CONSTRUCTION. SitePlanning�CivilEngineering
<br /> �w 4. 7HE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONS�RUCTED IN CONJUNCTION IMTH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN landscape Arch�ecture•land Use Consulting
<br /> � o WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIDLATE APPLICABLE WATER QUAUTY STANDARDS.
<br /> 5. THE ESC FACILII7ES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENi'S FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACfLITtES SHALL BE UPGRADED AS NEEDED FOR 11321-BNE120th5heet
<br /> � o UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT l.EAVE THE SITE. �ir�and,WA98034�(425�285-2390
<br /> �z 101 South Wenatchee Avenue,Suite C3
<br /> 6. THE ESC FACILlTIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT�CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIDNING, ESPECIALLY AFiER STORM EVENTS. wenatcnee,WA98801 �(509)293-7731
<br /> � 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT.
<br /> io 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE A�LOWED TO ACCUMULATE WI7NIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TD PAVlNG. THE WWW•cphconsultants.com
<br /> � " CLEANING OPERATION SHALL NDT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. � PROJECT N0.
<br /> � � 9. STABILIZED CONSIRUC170N ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE 0024-17-037
<br /> �N THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF 7NE PROJECT. � � '
<br /> N � 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT TRACKED OFF THE SITE CONTRACTOR SHALL KEEP CITY STREETS CLEAR OF DIRi' AND DEBRlS AT AtL TIMES Q �RAwiNG
<br /> �o DURING CONSTRUCTION. DUST SUPPRESSION AND STREET CLEAN/NG MUST OCCUR AS DIRECTED BY THE PUBLIC WORKS lNSPECTOR. s
<br /> � 0 11. APPROPRIATE MEASURES SHALL BE TAKEN TD STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES IF THE PROPOSED BMPS FAII. CO.O1.
<br /> �o 0 12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCQVERED 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 THROUGH Know what's b@IOW.
<br /> a r, SEPTEMBER 30.
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<br /> d � Copyr'�gM� 2020 CPH Consultarrts,LLC. All Rights Reserved.
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