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Permit#: PW1802-020
<br /> Site Address: Z514 RAINIER AVE
<br /> Owner. EVERETT SCHOOL DIST 2-DARCY WALKER
<br /> t:t.,���., � ;_ Tenant: NORT}f MIDDLE SCHOOL
<br /> w , �-, r. � . App.Date: 2/16/2018 REVISIONS
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<br /> � ' ` �'°�'" _. - � ` � STORM DRAIN INLET 1. THE CCNTRACTCR SHALL N�T�FY THE C!TY ENGINEEft WITHiN THE 48 HOUR PERIO�J PRlOF�TO COMMENCING ANY LAND ALTERING �
<br /> � �' . � _ ..W , � PROTECT O�J ER C E ACTIVITY.
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<br /> ; ,: \� �- -- -- a _�,._. ,:: ,, 2. THE CONTRACTOR SHALL NOTIFY �HE CITY ENGiNEER UF COMPLETETION GF ANY CONTROL i1�EASURES WITNIf�48�iOURS OF
<br /> � , v " . THEIR INSTALLAT.ON.
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<br /> � � I �, �, � � ' ', ��.� ; ;� . , � �� � E �-' � ��� �-� . 3. THE CONTRACTGR MUST CONTINUALLY MODIFY THE CONTROL PLAN PER THt PROJECT SV'JPPP AS FIELD CONDITIt�NS CHANGE. P O R T E R
<br /> � - � : �� COE=CITY OF EVERETT
<br /> � � �� �� � 4. THE CONTRACTOR IS RESPONSI�stE FOR THE RtPAfR OR ANY SILTATION OR EROSI�N DAMAGES TO ADJOiNiNG SUQFACESOR L U N D E E N
<br /> Q ' � . QRAINAGE FACIL�TIES RESULTING rROM THE LAi�lD ALTERING ACTIVITES.
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<br /> � NOTE� '
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<br /> ' } ; t CONTRACTOR TO RETAIN COPY OF CURRENT EVERETT DESIGN 801 SECOND AVENUE,SUITE 900
<br /> " ' ' " �7*JM�� �3 ` � AND CONSTRUCTION STANDARDS ON SITE DURING 5. A COPY OF THE APPROVED TESC PL�N AND PROJECT SWPPP MUST BE ON SITE AT ALL TIMES. sEan�E,WA 98104
<br /> iNSTALL STABLIZED P
<br /> "`� , , � CONSTRUCTION. MOST CURRENT DF VERSION AVAILABLE (206)343-0460 www.cp�inc.com
<br /> , � CONSTRUCTION ONLINE AT: 6. THE CONTRACTOR SHALL AT ALL TIMES PROTECT SENSITIVE AREAS THEIR BUF�ERS,AND ADJt�CENT PRIUATE PROPERTIES,AND
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<br /> ��� � : ACCESS AS NEEDED f https:llEVERETTWA.GOV11531/DESIGN-CONSTRUCTION-STANDARDS PUBLIC RIGHT OF WAYS OR EASEMENTS FROM DAMAGE DURING GRADING OPERATI�N.THE CONTRACTOR SHALL RESTORE,TO THE
<br /> �` I .� TO INSTALL TAN I
<br /> ' S Q A R D S N E F F E C T A T T H E T I M E O F P E R M I T I S S U A N C E,S E N S I T I V E A R E A S,T H E I R B U F F E R S, P U B L I C P R O P E R T I E S A N D
<br /> �� �; PORTABLES PER COE f IMPROVEMENTS DAMAGED BY THE CONTRACTOR OPERATIONS. N• Kj�
<br /> �,�, STD PL�1N 201 NO SEDIMENT SHALL BE TRACKED INTO THE STREET OR ONTO ��o� WAs�I �
<br /> -- -- - �� �� ; : PAVED SURFACES.SEDIMENT SHALL BE REMOVED FROM TRUCKS 7. APPROVAL OF THIS EROSION(SEGIMENTATION CONTROL(ECS)PLAN DOES NOT CONSTITUTE AN APPROVAL GF PERMANENT ROAD �,�4'
<br /> Y * AND EQUIPMENT PRIOR TO LEAVING THE SITE. IN THE EVENT OF OR DRAINAGE DESIGN (E.G. SIZE AND LOCATlON OF RQADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FA.CILlTIES, UTILITIES, ��� o
<br /> ; � FAILURE OF THE EROSION CONTROL SYSTEM RESULTING IN ETC). � -
<br /> � ; I SEDIMENT BEING TRACKED ONTO PAVED SURFACES,THE � ��
<br /> ` � , CONTRACTOR SHALL IMMEDIATELY IMPLEMENT MEASURES TO 8. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRU�TION, MAWTENANCE, REPLACEMENT,ANQ UPGRADING OF THESE p� � 39871 0
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<br /> CORRECT THE SITUATION,AND STREET SWEEPING SHALL BE ESC FACILITIES!S THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL AL�CONSTRUCTION IS APPROVED. ts'�.SF�rsTE���1�
<br /> ` EMPLOYED ON AN EMERGENCY BASIS.STREET SWEEPERS ARE TO I�NAL E t�.,
<br /> �,�;�i= BE VACUUM TYPE. 9. THE BOUNDaRI�S OF THE CLEAR,iVG LIMiTS SHOWN QN THiS Pi�1N SHALL BE CLEARLY FLAGGED IN THE FiELD PR!OR TO �G,/1�/
<br /> ` CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE F�GGED CLEARIN�LIMITS SHALL BE �
<br /> �\` PERMITTED. THE FLAGvING SHALL BE MAINTAINED BY THE APF�ICANT/CONTRACTOR FOR THE DURATIQN OF CONSTRUCTION.
<br /> I ! , CONSTRUCTION EROSION CONTROL MEASURES MUST BE IN
<br /> � PLACE AND APPROVED BY THE CITY OF EVERETT PUBLIC WORKS 10. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE(;ONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING
<br /> I ; DEPT. PRIOR TO ANY EARTH DISTURBANCE. ACTIVITIES,AND IN SUCH A MANNER AS TO INSURE THAT SEDlMENT LACEN WATER DOE5 NOT ENTER THE QRAiNAGE SYSTEM OR
<br /> : ' VIOLATE APPLICABLE WATER STANDARDS.
<br /> �r"�" ' ' E_ ` , ' CONTRACTOR IS TO HYDROSEED ALL DISTURBED AREAS AT THE
<br /> 11. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MININIUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE �
<br /> : � �"��j � COMPLETION OF CONSTRUCTION THAT ARE NOT OTHERWISE CONSTRUCTION PERIOD,THESE ESC FACILITIES SHALL SE UPGRADED(E.G.ADDITiONP,L SUMPS, RELOCATION OF DITCHES AND SILT
<br /> � � �,, , , COVERED WITH ROCK OR ATB,UNLESS DIRECTED OTHERWISE IN FENCES, ETC.)AS NEEDED FOR UNEXPECTED STORM EVENTS. O
<br /> � ; THE FIELD BY THE ENGINEER.
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<br /> � ; � 12. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANTiCOhTRACTOR AND MAINTAlNE'J AS NECESSARY TO ENSURE �
<br /> ; ` ' _ ,� THEIR CONTINUED FUNCTIONING.THE ESC LOG SHALL ALSO S�MAINTAlNED WITH ENTRIES NOTED PER SWPPP REQUIREMENTS.
<br /> NOTE: NEEDED REPAIRS TO TESC FACILITIES SHALL 8E MADE iMfNEDIATE�Y. �
<br /> E T.E.S.C. INFORMATION SHOWN ON PLANS IS FOR PERMITTING
<br /> ° ` ' PURPOSES ONLY.CONTRACTOR SHALL REVISE OR EMPLOY �
<br /> ADDITIONAL T.E.S.C.MEASURES AS NECESSARY. 13. ANY AREA STRIPPED OF VEGETATION, INCLUDiNG ROADVVWY EMBANKtVIENTS,WHERE NO FURTHER VVORK IS ANTICIPA i ED FQR A �
<br /> �-- . PERIOD t�F 15 DAYS, SHALL BE IMiviEDIATELY STABILIZEC WITH T�lt APPROVED ESC METHOCS(E.G.St�DIIvG, tv1ULCHING, NETTING, Z
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<br /> ;t � I ' NOTE: 14. ANY AREA NEEDING ESC MEASURE, NOT REQUIRING IMMEDIATE ATTENTiON, SHALL BE ADDRESSED WITHIN FIFTEEN(15)D,4YS.
<br /> ; i ,` CONTRACTOR SHALL ERECT TEMP CONSTRUCTION FENCING AS Q
<br /> � NECESSARY TO PROTECT PUBLIC AND MAINTAIN PROJECT SITE. 15. AT NO TlME SHALL MORE THAN ONE FOOT OF SEDIMENT Bt ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. AL'L CATCH BASINS
<br /> , ' SEE DETAIL 14/C2.10 AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHAL�NOT FLUSH SEDIMENT LADEN O
<br /> � E WATER INTO THE DOWNSTREA,M SYSTEM.
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<br /> � v 16. STABILIZED CONSTRUCTION ACC� SS AND WASH PADS SHALL BE INSTALLED AT i HE BEGIN��ING OF CONSTr�UCTION AND
<br /> PROPOSED LOCATION J
<br /> ( � I z �,�.. ' MAINTAINED FOR THE DURATION ,?F THE PROJECT. AD►�ITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS
<br /> � �OF(10)TENiPORARY' '� £ ; ARE KEPT CLEAN FOR THE DURA�ION OF THE PROJECT. (RCVU 46.61.655).
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<br /> , ; � ��'- ' 17. DURING THE TIME PERIOC OF(�CTOSER 1 THP,OUGH APRIL 30,ALL PROJECT DlSTURBED AREAS GREATER TFiAN 5,000 SQ FEET THAT O
<br /> " � � � �"`" ` ARE TO BE L FT UNWORKED FOR MGRE TNr1N 12 NOURS SHr1LL BE COV RED BY ONE OF THE FOLLOW G 0
<br /> � E � E . iN C VER MEASURES:
<br /> # MULCH, SODDiNG OR PLASTIC COVERING. �
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<br /> I I � � � 18. ANY PERMANENT RET�NTION/DETENTIOPJ FACiLITY USED AS A i EMP SETTLif�JG BASIN SHALL BE MODIFIED WITH THt NECESSARY N
<br /> , I EROSION CONTROL MEl�SURES AND SHAL�PROVIDE ADEQUATE STORAGE CAPACiTY. IF THE PERMANENT rACI�ITY IS TO FUNCTION �-
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<br /> ' I ' ULTIMATELY AS AN INFILTRATION OR DISPERSION jYSTEM, THE FACIL'iTY SHALL NOT BE USED RS A TEMP SET?LING BASIN. U W
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<br /> '6 , 19. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN.WHtRE SEEDING FOR � Q �
<br /> I I TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMiNATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE E.G. - rn
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<br /> I - V I I ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIi�ATELY 80 PDUNDS PER ACRE). MULCH SHALL BE INCLUDrD AS PART OF � � �
<br /> I L- ,_ �f \ f ,,: SEEQING PROCESS. -� � �
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<br /> : - � 20. WHERE STRF,W MULCH FOR TEUiPORARY EROS!ON CONTROL IS REQUIREQ, IT SNALL BE APPLIED AT A PJIINIIVIUM THiCKNESS OF TWO � � w
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<br /> I ���� a 1 21. INSTALL CATCH BASIN PROTECTIQN ON ALL NEVN CATCH BASINS. � �
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<br /> I I I ��'`�� - � �. 22. CONTRACTOR SHALL CLEAN ALL EXISTING AND NEW CATCH BASINS AND SHALL REMCVE SEDIMENT FRG�I SWALE PRIOR TO W z
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<br /> I I ' r �� ��$'� -�� PROJECT COMPLETIQN. CONTRACTOR SHALL NOT FLUSH SEDIMENT DOWN STREAM. W �
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<br /> j I z� 23. ALL TEMPORARY EROSION CON7ROL FACILITIES, SUCH AS ROCK CHECK DAMS, SILT FENCES,CVLLECTiOh DITCHES,(INCLUDiNG W "'
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<br /> / � _ I �,��,�= ALL APPURTENANCES)SHALL BE REMOVED PRIOR TO FINAL ACCEPTANCE.
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<br /> � :. " INSTALL TEMPORARY c � r � � � �
<br /> --� - [ __ ,� ; � ; 1. HAULING MUST BE STQPP�D DJRIN�PERIODS OF HEAJY RA!f�AS D�TERMINED BY THE CITY Ii�SPECTOR.THE CONTRACTOR SHALL :� *EVER ETT
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<br /> � SILT FENCE PER COE T � � �
<br /> I - -------- -. - ...,- . i ' SCNEDULE EARTHWORK ACTIVITIES �0 MINIMIZE DlSRUPTION OF CONSTRJCTION DUE TO ADVERSE WERT�IER.,ONDITIONS
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<br /> ° - - "` -- 2. THE CONTRACTOR SHALL MAINTF�iN ON SITE AN INVENTORY OF ADDITIONAL EROSION AND SEDIMENTATION CONTRO�P�IATERIALS �`- �
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<br /> � I I � � ` � � � �;" ! ' ' ' SUCH AS FILTER FENCE, PLASTiC SHEETING,CATCH BASIN PROTECTlON, PUMPS ETC.
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<br /> i f 3. THE CONTRACTOR SHALL DIRECT SURFACE RUfvOFF TO THE TEMPORARY SEDIMENT TANK OR TRAP AS INDICATED ON THE PLANS.
<br /> � � � CONSTRUCTION RUNOFF MUST MEET TURBIDITY REQUIREMENTS PRIOR TO DISCHARGE FROM THE SITE. THE STAN�ARD FOR
<br /> II I I I , ! � � (N PBI�E OME RI CETU B DITY UNM S)ABOVE BACK�GRO'0 D LEVELNT�HE ONDIME CE�TIFIEG EROSION AND SE�DI�E TATiON
<br /> � ' ; � CONTROL LEAD(CESCL)SHALL TAKE READINGS TO DETERM►NE THE TURBIDITY OF THE CC�NSTRUCTION RUNOFF. IN THE EVENT THE
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<br /> � � - � � �:� ' RUNOFF DOES NOT MEET TURBIDiTY REQUIREMENTS THE CONTRACTOR SHALL FOLLOW NOTE 4 BELOW. ^ R C H 1 T E C T U R E
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<br /> ' ' � ' �" ` 4. IN THE EVENT THE CONSTRUCTION RUNOFF DOES NO?MEET TUR8IDITY REQUiREMENTS THE CONTRACTOR SHALL EMPLOY 2025 FIRSTAVENUE � SUITE 300
<br /> N 79°33'06" E - 46.81' PROPERTY LINE � SEATTLE WA98121
<br /> \ � �' . - - ADDITIONAL TESC MEASURES AS REQUIRED AND COORDINATE THIS EFFORT WITH THE ON-SITE CESCL W OR,�ER TO MEET P206.441.4522
<br /> � ' : TURBIDITY REQUIREMENTS(ADDITIONAL SILT FENCE, WATTLES, HAY BALES, STRAW ON SLOPES AND EXPOSEQ AREAS, REPLACE CB
<br /> � ' r�; SILT FENCING
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<br /> -- .._ ; C160030-06
<br /> � � � � I TEMPORARY CONSTRUCTION GATE
<br /> � - � � 5. PLASTIC COVERING MUST BE PLACED OVER EXPOSED SLOPES AT T�1E END OF EACH WQRK CAY. ��,wN LBJ
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<br /> � ; i ' � ` TEMPORARY CONSTRUCTION ACCESS CHKKEO KNK, SSE
<br /> � � � I I I , ; _ �,, . _ �___ _ ; _ ___ ___ :� City of Everett Erosion �on�ral Notes
<br /> � ' �� INLET PROTECTION o^TE 3-12-2018
<br /> � � I I I � � 1. THE CONTRACTOR SHALL PROVIGE PERIOOIC STREET CLEANING TO REMOVE ANY SEQIMENT TRACKED OFF THE SiTE.
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<br /> � ' _ � L _ � , , 2. THE CONTRACTOR SHALL PERFORM ROUTWE NSPECTION AND�ViAINTENANCE OF ALL INSTALLED EROSION AND SEDIMENT
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<br /> � � - � � � TEMPORARY
<br /> � � - � CONTROL BMPS, ESPECIALLY AFTER STORMS.
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<br /> � ' �� � � '��` EROSION
<br /> `° � � - , 3. APPROPRIA?E MEASURES SHALL BE TAKEN TO STOP SEDIMENTS FROM ENTERING bNATERWAYS IF THE PROPOSED BMPS FAIL.
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<br /> �� ' ' . 4. BARE AND/OR DISTURBED SOILS SNALL REi�AIN UNCCVERE�AND(�JR UNSTA81�lZED FOR NO MORE TNAN 2 DRYS FROM QCTOBER 1
<br /> ; __ _
<br /> � __ - -- . � � , � �.� _ __.._.__... THROUGH APRiL 3 , ND FOR NC MO�E THAN 7 DAYS FROM N1AY t THROUGH SEPTEMBER 30.
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