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Cr I��'�_�TI�f•.!`=; <br /> �r��;�x.E�sl`Ec-���,, .�R�a. 2 �=��; -�cY�_a:�C� 1��A�E � �=�LTEREC, <br /> 1 �_sz_�,`r;%S-� 2 L�TiiE QIS7ANCE SUCH�'kjA�POIi�fTS � � '�"+t��-�' <br /> i��_>r= E����;ti�i�E Fa������ ti+�._.yr EE ��- ��r,��,�.; -j1 A&B ARE OF E�UAL ELEVATION �C.E�. I�tiL.��T <br /> Ni�t'EC7 BE�iE�#Tr+ C�uA�i�s'r` ;NALL�. 6" CONCRETE 4000PS1 {���`x` <br /> W/ FIBER MESH ��}- `��-�'`�,�`�'� �' 'a, � <br /> , �.��a.ss c���zo�� , �„�-;_ � <br /> ���,����T.��� 2 �� 6" AGGREGATE BASE COURSE - ��C� 51�� ����������� TEMPC?RARY SEC�ItUIEf�T GflNTRC7L <br /> � � :: -��, <br /> : <br /> _`�, .I ��`�,��1� � $����, '�� FOFi EXP�CTE� �LC�4�S <br /> '1 �, �....r_�-�----�' ��� <br /> �# INLET G_RAV�L A�ID FILTER FABRI� <br /> � +� `�� �� ���a��v_ ��„` ��-`"� � � - - - - -- - - - <br /> , �T � � 1 �� �,t�`��,� <br /> _.� <br /> � ,,� ��' ; - -- fa.7,� <br /> 2 `� �� � <br /> r t <br /> � � ��,,'', � , . , SPA�lN�a���t`W��tU --' � �� �` <br /> �--..--�'�'- -�` . _ _ r Y�'2�� �.�'� <br /> `� �'tt�t�N. '`"e �4 �:-'` . . ' �• . ', .�. , G�-{E GK[3Ahy9S -�,.�"y�:.-'r K�t� .,: <br /> • ,• �,.,r,�-�-'�� ' <br /> .. o oO I�.�.�t�. �, <br /> � 2'��ilE�, o�$ O O p pD p o �o. . , , ��` _ „ 4�TC�b„ <br /> ir,r��c��rc�r�sv���s�ac��v����-3�=a' o o° o o °o o �o oga o 0 0 ° °� f MfN. <br /> i7EP��JaINt's QRt SL{?PE H U' 0 0�� O O , <br /> \� \� \� \� \� �� ��\��\��\��\��\��\��\�� <br /> ���/��/��/��/��/���/���/���/��/���/���/ �/���/��� <br /> �B� tNTERCERTC�R SWALE <br /> COMPACTED SUBGRADE <br /> e _� �-� � (ON-SITE ONLY) �{% oc� c�E�� ca��s �jt���o� 1 � , :_.�I�Y t�� �vE�ET7' ����o�,���r ������r��r ��_��/20�� <br /> , � 5-�1-2011 a�; �tF E'V�RETT TE��1����A.Ft���' IE��TEF���;r_. �._'T�.,��' S/li/2011 CITY CIF EVERETT R CONTRO� �N�ET <br /> ��.% Crr.,.��. �` 1��;e. <br /> � � `-' CITY OF EV�I�ETT r,,.,,_; '% CITY r�,��t�.; �`: " <br /> P�t�.1�LIG W4ftKS <br /> ���s�Ruc�riot� �����,��� TYPICAL CONCRETE PAVEMENT SECTION _ Ru��i,� woR�s � �'VERETT cRa,v�� & w��� ��s� �i�.�rE� � 1 t� <br /> RO�K PAD �v���rr PUBL1� Wt)RKS ,�. 1 ._ „r , �v�R�rr dEPARTMENT ��� D�EP,A�RTMEhIT :- , s,J, �,,�,. <br /> PUBL1� WORKS ��I����; ���r �_���µ.��'�� �a� ,�-' -- <br /> EVERETT DEPARTMENT 2�1 i:r �►E�Ar�Tn�EHT ,�_,E `,t:F �W, . FOR LOADING DOCK AREAS - <br /> nr� ���t�.�E :� . ����� <br /> �� r� ,r�� ':t.� s',y,�� � <br /> NOT TO SCALE <br /> tl t' � -k-��-.�i <br /> C5 <br /> �,RE F�B���-�,� GEOTECHNICAL RECOMMENDED TESC 6MP'S ' y � _ <br /> �_ ..,. >�p :r, E <br /> Si < �„ � <br /> NEWLY GF2t��7�C}Cl�2 �.�. _.��� = n <br /> D18TL1ft�3E€3�€G� ��� � <br /> 4'X4'X18" ' � d <br /> SL�FE_. .� a °a a b a � " • <br /> ���7������i� a CONC. PAD � .,_. <br /> ��--- 1. LIMIT SITE CLEARING AND GRADING ACTIVITIES TO THE RELATIVELY DRY I ' .`� f " '�� � <br /> ,. . ; - <br /> n�RTE�sr��-a -- . � _ °° , 36" � CMP PERFORATED MONTHS (TYPICALLY MAY THROUGH SEPTEMBER). � <br /> i ` , �� jr�.._ <br /> , . �_ _ <br /> v� � OUT�ET ° STANDPIPE � • � • d <br /> �� ;� ,�_ 2. LIMIT DISTURBANCE TO AREAS WHERE CONSTRUCTION IS IMMINENT. ; �T � � <br /> , �� �. . �:. <br /> f � , .� ,a ' a � a . . e - <br /> - 3. LOCATE TEMPORARY STOCKPiLES OF ExCAVATED SOiLS NO CLOSER THAN ����G-r��L����-�.--��_ ��vE�s�s�c���To or�a.irv�s��rvaT�s� , � J �' , � , � - , . .r <br /> , -- / : . <br /> � � 0'�-10", TEN FEET FROM THE CREST OF THE SLOPE. ` ' � ` � � � <br /> ,. <br /> � "--.. - --- D��ti C�7 � � - <br /> . , <br /> . , . <br /> Q ° 31'-50' (TYP) ' ' ' ' <br /> :� ,, �;�..._. �..�. � A � , . � �► � <br /> a .-._�_-.__ <br /> . - ° � d . . d . � � • ' . <br /> 4. PROVIDE TEMPORARY COVER FOR CUT SLOPES AND S01� STOCKPILES ' '` � � ° <br /> _: _ _� - .--��-�-�-�T�~-- � � - c� <br /> �-- --"�� PLAN DURING PERIODS OF INACTIVITY. TEMPORARY COVER AAAY CONSIST OF )`�� --'� --�./£`�'`r # ¢ �► � °'°�'°�'�°��°°o'�"�#�`°�°"°�°`"�`����` <br /> i3ACKl•ILL ABVCt m a r' `�� ` a a o a o o n o c+ cs o 0 o a ct a o o a o a a a t� a a <br /> �����a���� DURABLE PLASTIC SHEETING THAT IS SECURELY ANCHORED TO THE a 1.--'`' � °c°c°o°a°o°a°o°u'Do°o°a°o°o°o°o°o�o°o°d° '� ° ° � ° ° <br /> ;- �(e1� ,�'� '�,,�T crQa o a o a o o ra a � _ <br /> � � ; 3 6" 0 C M P P E R F. G R O U N D S U R F A C E O R S T R A W M U L CH. t �--'' � ' �l f� `R° � �`�� _ ' <br /> OVERFLOW STANOPIPE <br /> � - ��t��aF �`-��► Z. ���-----f ; <br /> � ELEV. 423.0 5. ESTABLISH PERMANENT COVER OVER EXPOSED AREAS THAT WILL NOT BE ��� NE'dU SLOPE �.-- ���--�� A � ��" '::E_ PJi1�TE '��, <br /> `�� �� Y ING IN -'' r_� <br /> � � � 1" 0, TYP. AT 10 0-C DISTURBED FOR A PERIOD OF 30 DAYS OR MORE B SEED g ���� <br /> �..w�.. ? CONJUNCTION WITH A MULCH COVER OR APPROPRIATE HYDROSEEDING. /� /� �, .<--�.., � ^ � ' <br /> � � � o � � 1 0 P E R R O W T O P O F S E D I M E N T S T O R A G E - <br /> r �`' EXISTih�-. '1��i-'"�-'' � <br /> � S�C��'E TOE `', " �-°6'--� t` I <br /> � i,� � TOTAL 40 PERF. = 419.0 1I,,,,�T ��` .� �-�- �`�i�'-i:Ai �R�c��t��ESUBDRAON FHSEE Ac:a� ; <br /> [ � � ��i\ o ° ° ° ��11��\1 ` . <br /> U '�� � 2"-4 WASHED ROCK � MIN. 18" DEAD STORAGE FOR � --''� ---�"``�� ' <br /> GRAVEL CONE _.r---- ca�a��rior��Ar��or�a�car�ua <br /> ����.��� �� 4„ � N SEDIMENTATION TRAP t. INSTALL A SILT FENCE ALONG SITE MARGINS AND DOWNSLOPE OF AREAS -"�` � �� ""'' ' <br /> THAT WILL BE DISTURBED. THE SILT FENCE SHOULD BE IN PLACE �` A� `��� g�����U�'��� � � � <br /> ---- ' ��z��N is���o���� T�'��F !�:.��,� 'v�E��v�Ti�:�t�����1 <br /> ,�!/.��/,��/��/. /��/.��/���/��/��/,��/.��/,��/.��/��/,��/.��/,��/�.,�!/; BEFORE CLEARING AND GRADING IS INITIATED. �`���"�"` �'� <br /> -KEYINAY ANO ORA{N <br /> F`lL�YrR f��A6Rl�MA1��E2lf,L <br /> nn�RnFi�e�x oc� WELD ALL �� � POND BOTTOM EL.=417.25 (sE�No�� 11 <br /> q _� . ,,/ /-�-�j -j-�,- 2. INTERCEPT SURFACE WATER FLOW AND ROUTE THE F�OW AWAY FROM THE <br /> E�t�ivAt��� ,,�,,f������;� �-.- z"xa�x�:•�.a,u�:� AROUND � ��/�%����� SLOPE TO A STABILIZED DISCHARGE POINT, SURFACE WATER A+IUST NOT <br /> -, ,,�-- ����c���;�ira��.a�r��c 4'-0" X 4'-0" ��„ <br /> ' �' 3`��P�CA�.� �'��� IE-417.25 CONC. PAD DISCHARGE AT THE TOP OR ONTO THE FACE OF THE STEEP SLOPE. <br /> ���, �.�`�� S� j lJpi�(�i.�ir`�'v� <br /> �`�� =� � `� � ELEVATION 3. PROYIDE ON-SITE SEDIMENT RETENTION FOR COLLECTED RUNOFF. _.. ____ __..___ ____..._ _._______.___ _.---._---. ---------- <br /> r NUT Tt� SCALE ���-���`� <br /> " �'� THE CONTRACTOR SHALL PERFORM DAILY REVIEW AND MAINTENANCE OF ALL � i r�'�Rr��: ,t��t� �� Tk��� i� ��tJE a,raC� �_��Cr� �:t�C� �E"u�Et�� �taf,:��� ii <br /> EROSION AND SEDIMENTATION CONTROI MEASURES AT THE SITE. <br /> t�uA�k�Y' .�C��rdT� St�ALL �E �'�4C:EG C�t�; �r Ff:,i:�� c:.EI�TERS C1!J�4�Y ,�.�r�JT" ,:�>,l.iW F� �," i- ,�'?". <br /> NOTES: ` �� a� <br /> INt � HA N i5TC7�6'(31f�ME7cR PERFC�RAT�D PVC PtRE FN'�lELQPED Th1�,'I1 �wi.;ItdT�; °�I�r°i�L. k�`Y: F��:;t�i r �.._),.l?*.�'EPJ� `( t x ;;k`i EASIP`l�. I��tLET: A:h1L1 ,"�T F`6?IPJ i�-� V.l?F TrAP�iCiEl'�dl.F �i('i o <br /> � i} DKAcuSf�OF��AS EC?3r4»MPi�1�5 CJF:AINAGE liRAi.+�l_ c, <br /> �T�[��Ta. �Llk�``( �',�.J�r C�F'ir�Y'r'AY" RE1'U1<3!° t����" ha�.��r� �F'At��fJG �§-Ih`l.� B£ :�C) �T. �'RE-Ck4i:iLCsEi"+. .1t7N� Fit��ER <br /> St�Al.t_ i�� -3�r�?" a�dLL)L A.�dC� +:;UC°d�C)2�h�1 , �.�+�i Tr` �,���C�Pd "�.dx!1�_ <br /> � � 2;i (�A'� - TC}PSt71L a"iE{�iCJ1,�AL TNICKhFESS BET1�:�EEPt KEYWAY�ND�BENCFiE5 �S. 6�LL .��i3T'JT.. 1!`161�� E#>� �.:���?I`� i+,C�G+� �CtC:>��:i, - - - <br /> TEMP4RARY SEDIMENT POND P�N aPPRovE� -- <br /> v 4 (Bi - VE(tT1�A�ELEVA(IUN DIFfEREhCr f3ET'NEEN TC.ii�i�F iC�W�I�E�EiJ�F�6 S. i,:�Mtxt;E'E �E^I.AI�':„, ��: i;(���(41Arl�R�Ir�L MIX +'�5 f.�ALL�C� t`1�.�T I�(J 1Na'4�C1T `_,T:J aF'C�`;. <br /> � <br /> � � � � BACKCUI"Af�.'Ll UPP�R E3ENCM ELEVA�FIC)N. .:- i�i�j�,. ^`rt-�(7 �•�;Flh4'. F.�A'i� FE l:'�EC� C'r�3 .._J��"�C� �.. �'`�l�.,�d�ti. <br /> OUTLET CONTROL STRUCTURE � �- -� ' �, �;>� S�s;�� <br /> �7. 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