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<br /> � STANDARD N4TES (CITY �F EVERETT DESI�N ANQ �C�NSTRUCTION a
<br /> � ` NE �/4 �E� 1�, TWP Z�N, RS�, W.M. STANDARD SPECIF`�C�TIONS, ��T �-�}: �
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<br /> 1. APPRQVAL 4� THIS ERdS�4N/S�DIM£NTATI�N CONTROL {ESC3 PI.AN [lOES NOT GONSTITUT� AN APPROVAL, OF PERMANENT RDA(? �
<br /> . . �R DRAINAGE DESIGN (E.G. SI�E ANQ L4CA1'IQN OF ROADS� PiPES, RESTRICT4RS, CHANNELS� RE7ENTION FACILITIES, UTILITIES). z
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<br /> 2. THE IMPLEMENTATION OF THESE ESC PtANS �tNQ THE CONSTRUCTI4N, t�AINTENMiCE, REi?l.AGEM�NT, AND UPGRADING �F 7HESE
<br /> EXISTING E�C FACFLITIES IS THE R�SPQNSIBILiTY OF THE CQNTRACT4R UNTIL AE..L CQNSTR�7GTI4N IS COMPLETEO AND APPROVED
<br /> BUILDING AND VEGETATIONJLANDSC�PING IS ESTABLiSHEO. _
<br /> � � 3. THE BpUNQARIES OF TNE CL.EARING �.IMITS SHOWN 4N THIS PLAN SHAi..� �3E CLEARLY FLAGGED IN THE FIE�.D PR�OR TO
<br /> C4N�TRUGTIOAI. D.URING THE CQNSTRUCTION PERIOp, NO �ISTURBANCE BEYt�ND THE FLAGGED CLEARING �IMITS SHAL.� 6E PERMITTED.
<br /> . . � TNE FLAGGING SHALL BE MFtINTAIiVED BY TNE CQN7RACTQR FOR THE �URATIQN 4F C4NSTRUCT�ON.
<br /> �� ' � 4. THE ESC FACILITIES SHOWN ON TMIS P�.AN MUST BE CQNSTRUCTED IN C4NJUNCTIdN WI�"H ALL CLEARING AND GRADING ACTIVITIES,
<br /> .�, ; � _ AND TN SU�H A MANNER AS T� ENSURE TNAT �EDIMENT AND SEDIMENT I.A�EN �t►ATER �Q NQT ENTER THE pRAINAGE SYSTE�A,
<br /> N�RTH �; E � "" � �75. ( ROAQN►AYS, OR VIOLATE APPLICABLE VYATER QUAIITY STANDARDS. �
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<br /> ' �" � � ��: � 5. THE ESC FACII.�TI£S SH{3WN ON THIS PLAN ARE THE MINIMUM REQUIR�MENTS FOR ANTICIPATEQ SITE C4tdDITIC}NS. DtIRIN� THE �
<br /> f � �'� CONSTRUCTIQN PERI��, THESE ESC FACILITiES SHAl.� BE UPGRAD�D AS NEEDE� FQR UNEXPECTED ST�RM EVENTS ANQ TQ ENSURE �
<br /> � ;;�; � ['^g F THAT SEDIMENT AND SEDIMENT-�AQEN WA7El� TtJ N4T LEAVE TNE SITE. �
<br /> . . �> ` �l..l f �' � � 4� i �
<br /> , � �'' ' 6. THE ESC FACII.II'IES SNA1.L. BE IN�PECTE� ROUTINELY AND MAI�17AIN�0 BY �'HE APPLICANT/C�3NTRACTOR T(} ENSURE TNEIR
<br /> � � ; � � � CQNTiNUED FUNCTI4NING� ESPECIALt�Y AFTER STORM EVENTS.
<br /> . � �.� ,! � � � � �
<br /> �� � � ` ' � ?, 7HE E�C F'ACIl�ITiES QN INACTIVE SIT�S SHALL BE INSPECTED �ND MAiNTAINED �► MINIMUM OF' ONCE A MONTH QR Wi3HIN THE
<br /> -� �;` ., ❑ �.�, �-, ; 48 HOURS FOLL.0IMTNG A MA,lOR ST4RM EVEN7.
<br /> � �_ _ �_ � `, ` 8. AT NQ TIME SHAI.L Mt3RE THAN ONE FOOT OF SEDIM�N7 BE AL�UWED 70 ACCUMUi.ATE WITHIN A TRAPPED CATGH BASIN. ALL
<br /> . T ��., ---�-- . CATCH BASINS AN[� Ct?NVEYANCE LINEa SNALL B� CLEANED RRIQR TO PAVING. THE �L�ANING t3PERATION SHALL N4T FC.USH
<br /> ' SED�MENT LADEN WATER INTfl THE DOWNSTREAM SY��'EM.
<br /> . -�-� � __,.____ H3 �,
<br /> : _ � -- ��_�i�_� ---W- � 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALL.ED A7 THE BEGINNING UF CONSTRUCTION AND M�INTAINED F'UR THE °'
<br /> � ,:� ' S ,_ � OURATI�N OF THE PROJE�T. ADQITIONAL. MEASURES MAY BE REQUIRED T8 ENSUR� THAT ALL PAVED AREAS ARE K�PT CI.EAN W
<br /> ;_.i ; � � F4R THE DURATIflN C?F THE PkOJECT. a
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<br /> . `� o �W ASPtiALT 10. T'H� C�NTRAGTQR SHAL.L PRQVIDE PERiODIC STREET CLEANING T4 REMOV� DEBRIS AidD SE[?IM�NT TRACKEQ OFF TH� SITE. � �
<br /> .� -- " ""-� � ��" �' U� --��� _ ¢� � � 1 11. ARF�ROPRiATE MEASUR�S SHALI. BE TAKEN TO STQP SEQIMENT �ROM ENTERING SURFACE WATER BODTES IF TN� PR(3POSED BMPS FAIL. � �
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<br /> . ,oW �N 12. BARE AMDIOR DISTURBED S�ILS SHAL.L REMAIN UNGOVERED ANQl4R UNSTABILI�ED FQR NO MOR� THAN 2 DAYS FROM OCT08ER 1 � _ _ � w
<br /> � _ �-G�__�:� �_�-���_ �-c�-_ .�._._ -�G�_ �w � T H R O U G H A P R I L 3 Q, A N D F C?R N 4 M�R E T H A N 7 D A Y S F R O M M A Y 7 T H R C I U G H S E P T E M B E R 3 0. �
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<br /> � � 15' TEMPQRARY Q � � p �
<br /> KEY N4TES CLISTED BY �WPP�' E�E�IENT> �
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<br /> � � ASEMENT, YP � , cn v� cn Z
<br /> ELEM�NT �1� PRESERVE VEGETATIC?N/MARK CLEARING �IM�TS � � � �
<br /> � ; 6 SD " SQ �, ��, � }` � INSTALl, GALVANIZED STEEL CHAIN LINK FENCE PANELS� fi' MI�J HEIGHT, WITH DRIVEN �
<br /> � " F : � 3 �7 ` PQSTS OR W�IGHTED S�ANDS (CONCRETE STANDS �t� TUBE STANDS WiTH SA#�1D BAGS). UTILIZE EXISTING PERIMETER FENCE n � �
<br /> � � . . � 4 � � 8�. "�. . WH�RE �'EASTBLE. PRQ1tIQE GATE AT CONSTRUGTION ENTRANGE (BMP C143). C7 r E--
<br /> . '� _ - 5 6 SQ � � � ' ELEMENT �2= £STABLISH C�NSTRUCTION ACCESS �'' � � ''�
<br /> � � � ��, 1� ;5 �� �`�---.__ � o� ' �2 INSTAL� STABILTZE� C4NSTRUCTI�N ENTRAN�E/EXIT tBM�' C105). STABILIZED CONSTRtJCTIQN ENTRANCE SHAf..� COtdFORM TO STATE � o � � �'
<br /> . NOTE� 1 � �2 - �,. ' S� STANDAR[} Pt,AN I-80.10-02. � � v a �
<br /> � � UTILIZE � 13 . � � �P ; # �, � � � o
<br /> : EXISTING � ; [� _���"�� � � f--S , EL�M�NT 3= CONTR�L FI�OW RATES .,, � � � � �
<br /> FEIdCE E � '� a� � tN4T APPLICABLE; SITE TS F�.AT) > > o 0
<br /> I 16 � L�.I �` � w w � �
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<br /> � EXISTING ca ; � EIEMENT �4� INSTALL SEDIMENT C�NTROLS
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<br /> . ASPHALT � �3 P�,AC� STRAW YYATT4ES AT PERIMETER OF' Wt?RK AREA fBMP C235). STRAW WA�'TL£S SHAi..�. CONFt�RM 7Q STATE STANDARD � � � � W
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<br /> ��' � C� P I A N I 3 0,3 Q D 9. � z U c� �°�., "
<br /> . 3 ¢ • � 4 � � ELEMENT #5� STABIl.IZE SOILS � � wt� wr� cr
<br /> � (x 7� E � : � �4 C4VER ?Et�PORARY STOCKPILES WITH PLASTIC SHEETING AND SANQ BAGS tBMP C923), � � a.o a.r� c�
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<br /> � ^� � Q; �';s } ,°� �5 PE.ACE COMP4ST, PtAtdTING SOIL AN!} MULGH (BMP C1251 IN ACC4RDANGE WITH P�AN SHEETS 5-119-�.1 THRQUGH 5-199-L7. � � wa tvQ o
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<br /> 7 � � �; 3 � W `� E�.EMENT #8� PRQTECT S4ILS � > �Q E?o v�y
<br /> � w � `�' � Z �6 ihtSTALL GROUNDCOVER Al�tO PLANTIPfGS (BMP C12D3 IN AGCOf�DANCE WiTH PLAN SH�ETS S-199-L1 THROUGH S-i19-L7. (� � a�3 ac3 �
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<br /> � S� f � : � � ' � � ELEMENT #7= PROTECT DRAtPJ INLETS � � � � � ;
<br /> � � Z � � � �7 TNSTAL.L STQRM DRAIN INLET PRQT�CTI4N DEVICES iN �XISTIN� STQRM ORAINS AND NEW DRAINS AS TNEY ARE > ti
<br /> . - � � w ; ; �, C(}NSTaU�TED �BMP C22�1. �TQRM DRAIN IPILET Pi�OTECTIQN SHAI.L C�NF4RM Ta C�TY OF EV�RETT STANDAR� `� �- � � � �
<br /> � . .S` - 4 ' f-' ' PLAN 210. \ � � � � a
<br /> : �. C}.-~---�.�, SQ ; � � ; � N � � o�+ o _
<br /> . . , ., � ; � ; W � �S MAINTAIN Sl"ORM DRAIN INLET PROTECTION UNTIL �RAIN IS REMOVED. o � m ,� �
<br /> ' � � � 7 � �
<br /> � � �c � ; EI.EMENT #8� STAQIk.IZE CHANNELS AND QUTLETS
<br /> ----x x-----.---x x ,,,,a : '
<br /> � _-___;�_____________________._____�___-----__---_-_--.__.__._--.- -_ + � � � � � i �: � ; NOT APPLICABLE TO THIS PROJECT� N� OUTL.ETS OR CHANNELS.
<br /> ___________________ __ ��---________�_ t �' � � � � ELEMENT #9� CONTROL P4LLUTANTS '��� S' C'
<br /> ����--------;--,, ; , � ';t r.� ; ,� og w�s� D
<br /> t� ;-' � ; t 7 7 ; ; 5 in � ; �9 VACUUM SLURRY AND CUTTINGS DURING ASPHALT SAWCUTTING (BMP C152?. �� �cT ,=�._ ��a�C'Q
<br /> . ❑ O:�' :` w � : ; [�---4" SD = ,-� ' o
<br /> " _--� �? ;' t : � ; � 6 `� `�' ' 10 PRQVIDE CONCRET£ WASHOUT AREA EQUIPPED WITH CQLLECTi4N PANS FOR OFF--SITE DISPOSAL 4� CONCRETE WASH WATER '`� �
<br /> � � . ' ; � ! � � ; : AND SURPLUS CONCRETE. LQCATE WASH4UT AREA A MINIMUM aF 5Q �ROM STORM DRAIN INLETS. (BMP C151 & C454?. NO `
<br /> - � r � DISCHARGE Q� CONCRETE WASH WATER T4 SUBGRADE IS PEaMITTED.
<br /> . � � ; � � ; �� �
<br /> 41355 �
<br /> � + £ ; ELEMENT �10� CONTROL DEWATERING .�c� F�rsr�
<br /> �,__ � ` � � F o _ _ 11 DEWATERING SHA�L BE HANDk.EQ IN ACCORDANCE WITH THE REPORT TIT��D� "SITE CHARACTERIZATION, PR�POSED PORT GARONER S�zort��. ��'� 1°l
<br /> � u T�� �"� , � � t" ; � SUBSTATIOId� 1210 W. MARIN� VIE1N DRIVE, EVERET�', WASHINGTC?N," N�VEMBER 20, 2017, ZIPPER GEO ASSOCIATES, t�l.C, LYNN�INC?OD, Wf�. ��f�
<br /> �PROTECTION � ` � � t° ,� � ca PR4VIDE SEDIMENT TRAP VIA P4RTABE.E Tl1NK .tBMP C24{)). 2
<br /> TES7 LEAQ BOX � ' ` ; ,:� ; � SNC3NOMISH CUUNTY
<br /> � ; 5 � . � ' � ; ; EL�MENT #11� MAINTAIN BMPS �
<br /> � , ; C } �p �� } �, .� Y � 12 IN AUDITION �'O REQUIRED BMPS, PR4VIDE THE �'OLE.pWING MAT�RIALS ON HAND tBMP C150). �
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<br /> ,� O 3 .-, ; � SPIL.L KIT, UNIVERSAI. QRUM TYPE 5{?-55 GALI.ONS
<br /> ; q � ' t `�, , , � CL�AR PLASTIC SNEETING, 6 MI� �MiN)
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<br /> ; � ��__.._______----_g�} Sp_____-�-_---______{� ; �� � � ; �� i STORM DRAIN INSER3S CITY OF EVERETT STANDAR� PLAN 21�
<br /> PU�LiC UTILITY DISTRiC7 t� 1
<br /> � ; � �' I+�- STRAW WATT�ES, 8" M�N DIA x 25' L,ONG: STATE STQ �P�C 9-14.5(5) ORDER �4U01Q713
<br /> �: ; � ! I � W400 STAKES, MIN 2"x2"x24"
<br /> . ,, � , '` ' a ; ; ' SANDBAGS, FILLED {MIN BAG �SIZ� 14"x26")
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<br /> . � 3 � ' ` 1 I 3016 04 OPERATION
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<br /> � ;` WINE� POLYPROPYLENE 1118
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<br /> _...__....... .. �, �- � � SR T ENCSU HIGH-VISB36 HIGu WITH �TAK�S. STATE STD PLAN -�
<br /> ...._. ......_... _. --......_. __,._._.,..,_.._;-_..�_.�_..:_ � _ __ __.., r`SOLID LiD G8 � :-.
<br /> i � �_ ___e_..___� _. r' RIM 14.89 i ; ,` � � C USHEp R�ACING ASE CQ RSE STATE STD SPEC 9-43.9(3} �
<br /> ; - - - --===5�______�_______�________________� __.. �fi { , � SCALE NOTED
<br /> � ���� _ , � � `;; � EL�MENT #12� MANAG� 3'HE PR�,3ECT�
<br /> � ��0���� fl o P4WER ; I `; 13 SCHEDULIN�� TQ 1'H� EXTENT P�?SSIBLE, PHASE ASPHAC..T R�MQVAL AN[� �IL.L PLAGEMENT IN ORDER TO REDUCE THE AMOUNT ANQ
<br /> ._._, � -�-��^_ _ _ .�c�� �� � � �aq��� ,� ; � DURATION OF EXPOSEd SaIL, AND TO REDUGE THE P�TENTIAL FQR Q�F'-SITE TRACKING OF S41E. AND ROCK (BMP 162). [?FTR ZT1N
<br /> co -~-;TC� I CE: � '
<br /> : � �--S�OMLI1d�4� CB � � :. � � � � ; ,'£ 11 � ` � ELEMENT �13� PRQTECT LOW IMPACT DEVELOPMENT CHKR DMH
<br /> _-- � ; NOT APPLICABLE TO THIS PROJECT.
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<br /> ENGR JSC
<br /> � � EXISTING � - U' 3
<br /> ASPHALT j . x � � L�GEND� laPVD JHD
<br /> . . � ______��______ EXISTTNG -CONTQUR DATE 9/1?/18
<br /> - 7 16 F'INISHEO CONT�UR �,
<br /> - �
<br /> �. - � x s� B" SD PROPQSED STt3RM ORA�N PIPE & SIZE �
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<br /> _ - ��°��'��°�sa �( Y�4 s�t Sp.---- P PE &SI�E����RATE� STORM DRAIN Pt?RT GARDNER �
<br /> - � SUBSTATIC}N �
<br /> : � - : -_ � ; ---�-------�-� EDGE OF PAVEMENT S�4RMWATER '
<br /> - --�-----�- QIRECT`ION OF SURFAC� FL�W POL.LUTIQN PREVENTiON Q
<br /> - -_ PLAN (SWPPP) g
<br /> � - - LIMITS QF GROUND DISTURBANCE a�
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<br /> � . - x CHAIN LiNK �`ENCE CALL 4$ HC)URS :�
<br /> ST4RMWATER P��.LUTIQN PREVE�T�aN PLAN S�RAw WATTLES BEFORE YOU aIG 2° �° ° 20 ��u ��a�I�� ��
<br /> 1" � 2t}` _ 1-84t3-424-5555 �" = 2a' SCALE iN �EET ��
<br /> � D S-119-05 Ja
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