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SEC. 29, T1NP. 29 N, RGE. 5 E, W.M.
<br /> *CONSTRUCTION SEQUENCE
<br /> 1. CON7RAC'fOR TO SUBM(f COMPLFTEO SWPPP li THFY CMODSE TO REVISE iHE SW➢FP ALREAOY
<br /> Pf10VI�ED IH THE OXAINAGE REPOAT.
<br /> 1. ATTEND VRE{OHSTqUCfFON MEETING WfTHTHE Cf1Y. OUTfIOW CHANNEI I$
<br /> 3. DEFOAE FERFORMIHG ANY CIEARIRG OR GRADIhG,THE COMRACTOR SHALL MARH,iN THE FIEI�,THF CONSTRUCTED BY EXCAVATION . _ .
<br /> �" 25�_.
<br /> I1MIi5OF All GROGOSEO 0.EARING AND GflA01kG,AECEIYE C1T15 pFPRDYAL,l4YD hIEN INSiALL 6'-0"MIN.; -
<br /> FENC7NG. 1'(FT�DEPTHOVFRFLOW-�_,� � ----
<br /> '`�
<br /> 4. IrLSTAIL DERIMFfEN SILT FENCING,CATOi BA51N IHSFRTS ANDTEMFORARY CONSINUR�ON ENTRAqCE. I 1 . . -
<br /> L .
<br /> 5. IKST/LLLPEXIMETERCOtlS7RUCT�ONSRESECVpRVFENCiNG. �� � � ZS-`� /
<br /> . COMPACTED NATIVE MATENULL - " �'� ��'�r
<br /> � iL� G;1 ! CONSTRUCfEDBYEXCAVAT[ON r� �� �� � � ���
<br /> 6. CONS7AUCTWWNS7FtEAMCONVEYANCE5Y5TEMFHOMC97TOE1L5�MH. G Z 2 ! OREMBANKMENi � GQOAp = - i� ;i ,, -30'MIN.(TYP•Y
<br /> 7. CONSTNURPFRIMETENE[OlObl'BIpCKWAIIqNDPLP5i1C0[TEM710NQfAMgERATEJOSTING � � E%ISS�N -i`:�g �/�/��/� ���. �
<br /> GAADE. � ' '�.. _ - .
<br /> 8. BOUGHGRAOESRETOTOPBACKOPPEPlMElEPWAtI SEDIMENTTRAPBOTfOM ' j �'��, QUAPRYSPALLi`1'(FfjDEPTH � � -r:`'� � � � �
<br /> � SEE STANDARD SPECIFICATION _ �t� . ,+ "�1
<br /> 11 SECfiON 9-13.1(5) � -- . `� _- `
<br /> 9. CONSiAUC7TEMi0AApYSFDIMEIYTPOhOANOTFMPOPAAYINTERCEPTORSWAtkS. 1'(FT�DEPTHOF3/4"-31�2" ,�y- _ � -� `
<br /> 30. CONSTRURATEMPOMRYCONTNMMENTAREqTOST0i1EANYHAURDOUSMATERIALAND LOURSEAGGREGATEFOR ' '�� �, �� ' - _� -'-� '
<br /> v€TuO�EUMVRODUCfSON-StrEpc/lrv�. PORTIANDCEMENTCONCRETf' � .. � -. �i �� ! , �/ "� ��
<br /> SEESTAN�AROSREGF(CATtON . � �i� , � PERMEABLEBALCAST(fYP.)-SEE
<br /> ii. n�arnwEnr�DMnwc[aasraUCT�ons*a�wwwovax�aH�aaens_ SECT10N9-03.1�4) t PROVt0EGE0TEXTILEFORSEPARATION� , - '� STANOARDSPEQFICATION
<br /> � SEE STANDARD SPEQFICATiON ' � � �,i SECTIdN 9-03.9(2)
<br /> 11. A$WFpT1iERANOGRADINGIJMITAT10N5AlLOW,BEGIN$fiE(1EARINGANDROUGHGRADING SECT10N9d3 ����/�,i�;/ �
<br /> INSTAILADQITIONALTESCME0.5URE5ASNEEDEDTOCOMA1NALlSILTRUHOFFONSRF. � `. � '
<br /> SECTION o A ��_{�.,M,�. �:� ^ Y_
<br /> 13, INSTALLpLLUN�E0.GPOUN�5TO11M,5EWEAANe7WATEPCOMPONEt{TS.STORMORA1HINlfT � A$REQUIREO'100'�Ff MIN.,EXCEPT � ' � �+ - ' �
<br /> PR6TFCTION SHALL BEADDFD TO CAC71 NEW UTCH 90.51N{GRA7E0 LID CATM Bf151t6f AS SOON AS �Y BE REDUCED TO 50�(FT)MIN.FOH � OEPTH TYP.� " ��
<br /> T H E C A T C H 9 a 5 1 N I N A A L�A n O H X A S B£E N C O m A t f T[�. S R E$W f f H 1 E 5 5 T H A N O N E A C R E � � - --
<br /> OF EXPOSED SOII �-°-'{"-_ '
<br /> 14. INSTALLALLCDNUl1RFOflS�TELiG11TINfi.SUPVERIANCE,fAAIWTION.ETG - - . . . . ��'I: ��---... . .---'-- .. ___ __ �+`� �� - .
<br /> 15. Iti57AUUGH7INGANDSURVEILIAH[ECOMPONEMS. ��. . - - �-
<br /> 16- INSAIL ALL SRE NNB�NG. I QUARRY SPALL$- - t� ��
<br /> � 7'(FT.)DEPTH ,''�PROVIDE FULL WIOTH OF
<br /> i7. vavE niE on�vEMEaS. �;� �;� � ."r.� � ! PLACE CONSTRUCTION GEOTEXTILE FOR SOIL � INGRE55/EGHE55 ANEA
<br /> � i .i•��;1 �t ��jt,'_ �:. _STABIUZATION FROM THE EDGE OF THE EXISTING 15'(Fn MINIMUM
<br /> 18 STABILREE7�p5EDEAATNSlTEAAEASWITMSEFDINGONUNDSG�PINGPERPLqN. --�r f�' , '�;- � li� � ROADWAYTOTHECONSTRUCTIONE�77RANCE,
<br /> � C r ���,; � --, ORASDIRECTFDBYTHEENGINEER
<br /> 79. CLEAN AN�TEST SiO+1M�0./UNAGE SVSTEM. I .-. .. �,�'�:��
<br /> ' - •�.t.,h;
<br /> 70. ASSUPETNiENT1NE51iE155TABILIZf�'OTHESATLSfACTONOFTNECfTY. - SETTUNG j - � �-`r, DISCF}ARGETOSTA81UZE0
<br /> ]L. flEMOVETFSCMEASURESWRHAGVQbVALFROMQTYIN5PER0A. P�N� � �� ', ����=�� t ' LONVEYANLE,OUTLET,OR ISOMETRICVIEW
<br /> �..._ �� - ,; :;.: LEVEL SPREADER
<br /> _ ' �� , STABILIZEO CONSTRUCTION ENTRANCE
<br /> THE SEQIIENCE 6i CONSTRUCTlON OUTLNfD ABOYE l5 FRpNDEO TO TNE CQMRACfOR AS AN AID TO y - � �. CTTV Of EVERE7T STANOARD ORAWING NO.201
<br /> UNDERSTAlIDINGTNEREIkT�OkM1VOf7NEYARipUSGEHEf1AlRE0.t50FWORK.ALLWORKOVTLiNE�iN � � - � . ;
<br /> iMEDRAWINGSANDSPEUF1UilOF/TOMAI(EACOMPLETEINSTAllAT10NI5REQUIREOREGAf10LES56f � {� ' � T.Ti��� N.T�.
<br /> THE INCIUSION OF THE GENEHAL SEQUEN�A80VF.VO(17i6H50F SOME ARIVIT(ES CAN gE CQMPlETEO � � ��' � 1��i��� r� d '- ~"-
<br /> CONNFRENiLY.TNECONTAACTOAMAY5U811RpLTERNATNESTOT}115CONSiRULTtONSEQUENCEWITM � , ���.� L _[(,-;��.}Cr�� tj;,-{ OVERfIOWCHANNEI SfABIL12EDCONSTRUCTIONENTRANCESHAILMEETTHEPEQUIREMENTS
<br /> - � � OF STANDAFD SPECIFICATION SECTION 8�013�71.
<br /> TNEIR[�fISfRUCT10N5CNEDUlE.Al1ERNATfYE5WILL8EA?PNOVED7iiNEYMEETTNEiERMIi -v �J
<br /> REQUIR[MFNTS,VPp1ERCON57RUCfA9tlITYGDAlSAMDORQ1ECtTiMEIINE. I �I �
<br /> �� , LIMITS OF QUARRY
<br /> - - � � SPALLS'(ttP,)
<br /> J
<br /> PAR7IAL PLAN VIEW OF BERM
<br /> SHOWN IARGER FOR CLARITY
<br /> SE7TLING POND _ ... ' . 5•,�,•MAX.HT.� t• ?7 � I -
<br /> -�-�--�--- - � '�. q�_p. B£NM OR PART7AL OR - IAtN IEVEI BOTiOM - _���. _ . -
<br /> COMPLETEEXCAVATION; -� I ._.-_I -
<br /> MIN, -
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<br /> .,,,f,� � 3 3 . j- � .
<br /> \�VS -k � 2'-D"SETTLING DEPTH I-.._'_�- � 1� -`1 I
<br /> �:o � -�-- - � 1�-2' -
<br /> ��^ 1 6 SEDIMENi STORAGE� `. .�"�M:`.!'✓` - ��iaW:�Si��i. �:'ii . ��� � '
<br /> GROUND LINE - `>x, ,,� jt!. n [n<?, v t,,E.<, , r Y.�•.,,,, _
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<br /> N�TE �ONGITUDINALSECTION �""o°a oMaonsoc�---- TEMPORARY iNTERCEPTOR SWALE
<br /> -_ -- ----------
<br /> PLACE GEO7ExTiLE UNDER THE SPILLWAY ANO SIDE SLOPES.P0.0VIDE A N.r.S.
<br /> GONTINUOUS LAYER BETWEEN THE GRAVEL/ROCK AND THE NATIVE EARTHEN M.4TERIAL
<br /> TEMPORARY SEDIMENT TRAP
<br /> MISCELLANE�US EROSION CONTROL DETAILS
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<br /> Kno►r whtt'�b@�OW.
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<br /> � �� d� "'�"--�-- � '� °qA �� EVERETT TRANSIT CITY OF EVERETT
<br /> � � �____�_.�_ � �,� P :. �'� � PERMIT J �P EVERETT STATION T i EVIEVJEOFORPERMiT SP[)1
<br /> �o. oA� aP,� REVISION ���� SUBMITTAL
<br /> SI E PREPARAT(JN & EROSI�N
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<br /> SPD1 Site Preparation and Erosion Controi Details
<br /> P�o_v_id�d t_o Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
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