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SEAWAY CENTER <br /> RECORD DRA W/NG <br /> DIKE MATERIAL VARIES <br /> �' COMPACTED TO -- <br /> �S` Z'MIN. � <br /> ..-'%� �'� SQ� PROCTOR F•• ..� __ _ <br /> ,�, ,,-� �, 1 MIN � - - <br /> -'f� ;` �' � 1 C'',, � ' � .,�u c '` #' , •� <br /> � <br /> �p,�? �� �t'` '�' ,� -�'1� ,� � �"het��f. � f ,,,,� e r�._.. � '" ���� ?�r,_J'Y,�- >r�_, r ! �r u <br /> ����t' .�,.^``'"�C� `��^ �r„ �..� - . �`O _ -- , �' a�._ �--'Y� ��r��; �a u� �s�� � �t X'"```'��z:���.�=� - Z <br /> �� ,� � ��'MAII�, �. �`�'- -d , ' '� � ,vt � � 1 � +� )� <br /> ,��'s� 'P C a � ;�s 2 � � -�``` �.� t�-�,�, � , � f'��p �t�,,{ . c <br /> �� t�`i�� � � � '~ � ,� i� t�`.`>s i t a. i �t i� v <br /> �� .•�`�� � . . . . . � l�' ��—�K'� -t �7��r ''�.�"- 9 .+.',�,, f& <br /> �-"`� �, °� ..ri �"�� 1$ M��1. i .� '�^AJ �',_ �., i�� .�' �/ /� ������Y' N � <br /> .�-� ,,� � <��-}Y, �.�_��.�� ' � r ~�: � ����;�P�����.���,, f���F �.�.� � <br /> FILTEP FABRIC Q�l TaP <br /> . ,, � ��",� �s �`-'�-r-� - , <br /> � � r �� ' `tJ,l��s�-,, 4/� l� i�-�� Cf`"``�, <br /> '� ��,�� ' ``�, '�,� ,� �. ��p %, ' �����'� '` J,��. W ,� C�F GRATE <br /> � ��r��ta. . �...��-� , <br /> _ <br /> ��°��"'c�� �`� '� ����'�` l� r.' 3 COMPACTED DEPTH -- <br /> �°� �`'�,� � f " HMA PAVEMENT � W THO SED MENT <br /> ,-1�,.� -�.- `` � <br /> � <br /> .-''� ���`\.\ c��� �` � iNTERCEPTOR DIKE 3PACING 50'-300' Ei�� COMPACTED DEPTH CRUSHED � <br /> �, Q �" \"'� ,.� DEPENDING ON SLOPE H:V ROCK TOP COURSE <br /> ��`�, �.. � c�`�-�"-i..,.. ._.- I WA�SFfED RO�K ��`4" TO 3" <br /> � f � y 18,� �,�v �7�" r��N. oEp�t�� <br /> r I <br /> R-�5 Nl°h3 -°� ,�4� e `� ��c�y,-, ��,.� I <br /> `�,, �-�� '� '`�� '� 1 � <br /> ��� ,� � �-�- � (A) INTERCEP70R DIKES - - - <br /> ,� <br /> / ,.� \���� �, ���f s '�, , a p � o 0 0 0 00 ° O o � --,�'�'x������ ��`���+��'��� � !� __ <br /> , <br /> _� ��� <br /> �''',,� x � <br /> � �`�� �` � �¢��`�� O o�a � �� � �� o O O p 0 � O O ��-� �t��' +��.� �.�'��'°���'����Yc'_.>� ���� <br /> O ,. <br /> � ' � o p 00 O p O � 4� � - <br /> _ < <br /> i � O o 0 O p . �- - � � � � ,� :� ~�� �� ._ � "�-�+r <br /> �2� �rr� ���� / - � _ . � � . �. r - �t��/2'° wiRE t�ESH OR <br /> '�,, c� _ . � � �` • <br /> '� o • � � c� . - `-�:'�).h,.9��iT < �'`- � • HARDtNARE CLOTH <br /> ' �.° �� �" ��A��Y �PALLS �� � ' � . � � � ' � � � �,.1 IJNGER FILTER FABRIC <br /> � EXTEfVD F1LTEf� -'� � � �'`t., " � � ANi� EXTEND 12•, <br /> '-� P����p� �ULL, �+IE�Tf�i �� ' '' �, ` .- <br /> ir���E�:s��c��.�� ����, <br /> -, FABRl� 6, ?: � � BEYQI�ID GRATE IN �LL <br /> tV_�TE: ���T�x`���E FaB��C MUST �E 12" COMPACTED SUBGRADE � �-��`'�' B�YC�Nf� �RA�E �� DIRECTIONS <br /> 1 �,-c��.�; � L=Ti�{E QISTANCE SUCH THAT POINI'S FILTEREb <br /> PtACED BENEATH +�UARRY SPAt.E.S. �'� �"'�r �` �11 A 8�B AF�E OF EQUAL ELEVATI�N v.� I�;���T �ATER <br /> E. PER GEOTECH RECOMMENDATIONS ` "� ,^ <br /> { .r�.�'�-, �? , <br /> �_1 �ac.•r= J , <br /> c''",�'�k �- �, � L <br /> �---G�SS Of"t f2C}GK � < �; <br /> � �ON—SITE ONLY) `��� ROCK SIZE APPFt(7PRIATE <br /> LEVEL BOTTO�u1 �+ � �� ' � ;� �� B � <br /> ,�, _ A - _ .��.. ��OR EXPEGTEt3 FLOWS TEMPORARY SEDIMENT CONTROL <br /> ' � '� - `�` ''�'�� ASPHALT PAVEMENT SECTION <br /> - 2 ' �'� `' INLET GRAVEL AND FILTER FABRIC <br /> _m <br /> �-,��_ �� <br /> � 2 <br /> _t `"-�.--. .,---- �PiA�1�+{+���T�'VE�IV 1�`�>`�4-�;.�rl�`� 1 <br /> �.�� <br /> f--� � .t�' � � n��t� �E.T.S. <br /> i MIFI�. r �ti t ..� � <br /> -` (ALTERNATIVE 5" HMA PAVEMENT) NOT TO SCALE ��-y���(p,q�� ���'�,-:'°�;�s�t�.�. <br /> -�'� �,����. r <br /> , � 2'ki1N. ``� �.r��i � <br /> WTERCEPTOR SWIE SPACENG 50'-304' � 4ry����� <br /> OEPENOING ON SLOPE H:V � MIN. <br /> 6" CONCRETE 4000PS1 — <br /> W/ FIBER MESH <br /> (B) INTERCEPTOR SWALE s" AGGREGATE BASE COURSE <br /> . � ' � �. • � � � � d a ` <br /> �,� 5-11-2U11 �� T � ��,R�� I4��T��t``i��T�� 5f 11=�/�011 a° o °o �o o � �� o a ��K ��' : K ��� 5/11/2011 -�-� F TEMPORARY SEDIMENT 5/11/2011 <br /> CITY �F EVEF�ETT � CITY t�F EVERETT E�v1 � �y,r�,,Frr oo a _o So 0 00 � CITY OF EVERETT R �� Dote: - CITY O EVERETT �ote <br /> (�C}N�TRUCTION EN'TRANCE ���t� o000 ° � oo ° x' —x CONTROL INLET ' <br /> PI�BLIC IN�lRKS PU�L1� WQRKS � � �. , , , , , , , , , , , , , , PUBLIC WORKS /���-' PUBLIC WORKS <br /> ' �v� n' R��� �''�� �C) �I �'vE � DEPARTMENT '�G��� � �������� �C}� ��\��\��\��\��\��\��\i�\i�\i�\i�\i�\��\i�\ � DEPARTMENT ZO� � DEPARTMENT GRAVEL & WIRE MESFi FILTER 2 � O <br /> DEPARTMENT '� � � �OE Std Dw� ; ��� s�� �� : <br /> � :��E St� �r� : � `:C:E �td �€wc : ��/��/���/\�//��/\�//�\�/��/���/��//�\�/\�/���/�� �� <br /> COMPACTED SUBGRADE <br /> WIR�FABRIC—� �— - - ���4 � — �� � <br /> NEWLYGRADEDQR `��, (ON—SITE ONLY) �' `° - ' — '� R <br /> DISTURBED SIDE <br /> � • � <br /> SLOP�,,, � � a �4 e CONCX1PAD TYPICAL CONCRETE PAVEMENT SECTION � <br /> � , 'd <br /> Fti.TER fABRiC • <br /> �'� ` � FOR LOADING DOCK AREAS . �`� I � <br /> MATERIAL—- <br /> `•,t �,, z — e 36" � CMP PERFORATED �� � � <br /> • ,� � OUTLET °a STANDPIPE �— . <br /> �L2"L� <br /> �� 'v = NOT TO SCALE �I ,�/� ` .�. . 'a <br /> / ,-,�, <br /> �a� A� �=. � <br /> �� / , „ � � .�"� ��-�=-- ' � , ' . a. �y ° • . ° :� <br /> a O�-1 O , ST"RU�TURAL�tLL REVERSE SLOPE TC?L1RAlN j,EE NQTE 3) ,�w ' ' . <br /> � ° ° a 31'-50' (TYP) ` _ �/� ��� � . . <br /> _ GEOTECHNICAL RECOMMENDED TESC BMP'S J �-� � � • � .:a . �� a � . . . . �4 . . <br /> flACKFILL AND ____.-- " � PLAN � ��—� ' a a a a°a°o��s'�a�a°a"a°°�s°° °a°o�a��a�°°�°� - <br /> CC3MPACTEO � PF�VENTION o°o°o°c°u°o°o°o°o°a°o°o°o°a°o°o°o°o°o°o°o°o�o�o°o�o� <br /> , 2 �-� o a o a o 0 0 0 0 0 0 0 0 o a o 0 0 0 <br /> � � � �-� OVERFLOW 36' 0 CMP PERF. � � � �� 4e,r � � � Qa o 0 o a o 0 0 0 �� <br /> � STANDPIPE 1. LIMIT SITE CLEARING AND GRADING ACTIVITIES TO THE RELATIVELY DRY �-TOE OF t � �_s:",� <br /> i � ELEV. = 423.0 NEW SLOPE /'� �� — <br /> � � � ~ 1" 0 TYP. AT 10�� 0-C MONTHS (TYPICALLY MAY THROUGH SEPTEMBER). � F,� A� SEE N�TE 9 R � <br /> �.. , .,r' � � <br /> � ( \' Q ° ° 10 PER ROW TOP OF SEDIMENT STORAGE 2• LIMIT DISTURBANCE TO AREAS WHERE CONSTRUCTION IS IMMINENT. !��J ��, -^` •,,`� 1 �� <br /> r,\ TOTAL 40 PERF. �, _ „ � �x�srwr��-.�t �'--�. �- � � <br /> ' � ���i,\ ° ° ° \ , ¢ 3. LOCATE TEMPORARY STOCKPILES OF EXCAVATED SOILS NO CLOSER THAN I �.-�'� �L������ t-���� a' � ��'N����'`�S��p������ ��°�'� AW'�I G <br /> '� :�:. �- 2'-4" WASHED ROCK T MIN. 18" DEAD STORAGE FOR TEN FEET FROM THE CREST OF THE SLOPE. � -'` -"'� �' ' � �E4U��������I�������'��� (�o�D D <br /> SECTION A-A GRAVEL CONE -�-� � ' � ��v <br /> N SEDIMENTATION TRAP -``l:----� ��,_�,� �, GQ�t�l7'loN��R�INC)1�;�fiE� art,based i <br /> �. re ared,in p i <br /> 4" 0 �� �t " A? has been P p others.Though i <br /> + 4. PROVIDE TEMPORARY COVER FOR CUT SLOPES AND SOIL STOCKPILES '�-TOE BENCHCUTANO ^ �:: ^ ecord Drawing <br /> �./��/�/�!% %�j�/��/�%;�/;�!%!%�%�!%�%'.%�%�% �// DURING PERIODS OF INACTIVITY. TEMPORARY COVER MAY CONSIST OF I--�•----f � �RA1N(SEE NOTE 1 T�P ICHL �EtJ ��.� „ rovided bY are based on � <br /> FILTER FABRIC MATERIAL _gui�t information P <br /> l4ttRAFI'100KOR � �--•-� WELD ALL �� POND BOTTOM EL.-417.25 DURABLE PLASTIC SHEETING THAT IS SECURELY ANCHORED TO THE '-KEYWAYAND DRAiN � tion should <br /> _� � �,, ,,��., SEE NOTE 1 resump � <br /> the as-built information and this drawin <br /> �ou�va�Er� � z•Xa-xi�G�au�E AROUND {/ / / , GROUND SURFACE OR STRAW MULCH, t ) Pst ilable information, no p <br /> ,-�— w[��R���s , , ��.�\,���� the b., wi 's accuracy. <br /> s' � {�,rPic,��y ��' WELDED WI�E FABRIC 4'-0' X 4'-0' ���,� egar ingthe „ <br /> �� OR E�UAL IE=417.25 CONC. PAD 5. ESTABUSH PERMANENT COVER OVER EXPOSED AREAS THAT WILL NOT BE be m �a -�I-� � <br /> � DISTURBED FOR A PERIOD OF 30 DAYS OR MORE BY SEEDING, IN ��� Date <br /> :="� ELEVATION CONJUNCTION WITH A MULCH COVER OR APPROPRIATE HYDROSEEDING. NOT TO SCALE N�TES Signed B � rmit Inspect r <br /> _�. _ -F �---- <br /> CONTA,N�1IIQVT ,. �c��r�s s�sa�� a� T�u� �r� ���� �r�� c�a�E �n�,t� s�c ��,� s;_. .,. c <br /> 1. INSTALL A SILT FENCE ALONG SITE MARGINS AND DOWNSLOPE OF AREAS <br /> NOTES: 2: DUM�sY JQINTS SNaL�. �E �LACED ON �5 FOOT CENTER Rl'�i . a e & t1e x _�,r'?". �� <br /> THAT WILL BE DISTURBED. THE SILT FENCE SHOULD BE IN PLACE i� 4RAlI�tS StiAllCL3N31STf7F 6'DIAMETER PERFORATED PVC PIPE ENVELOPED 3: ThiRl! JC3dNTS SHALL BE FLACED AD.IACENT TO CATCH B;�SINS. INLETS AND AT Pf}1NTS t3� TANGEN�CY ON <br /> BEFORE CLEARiNG AND GRADiNG iS INITIATED. �H�ru.rt oFwAs�eo�a•MINUS D62A1NAGE GRAVE�. �TRE�rs, A��� Arao DR(VEWAY f�ETURNS. MAXIMU�A SPACING SHAI.L BE 3C3 FT. �'RE-MOLQEi3 Jt�iNT fl�l.ER o <br /> SHALL $E 3/8" WJIDE ANQ �t)N�ORM Tc� AASHTU pE5lGN M213. " <br /> TEMPORARY SEDIMENT POND 2. INTERCEPT SURFACE WATER FLOW AND ROUTE THE FLOW AWAY FROM THE 23 qO - TOFS0IL REM�VALTHICKNESS BETI"lEEN KEYWAY ANO BfNCHES. <br /> SLOPE TO A STABIUZED DISCHARGE POINT. SURFACE WATER MUST NOT #. ARL ,�Oit�TS SFiAL� BE �LEAN AN€} EDGEa. <br /> OIJTLET CONTROL STRUCTURE DISCHARGE AT THE TOP OR ONTO THE FACE OF THE STEEP SLOPE. a�j - vERr�cn�E��vaT�oN QiF���zeNce��TweErv°to�oF�.oweR�eNCM �, �Or��RETE SNt�u. �E �O�aa�ER�ial. a��X AS C�;��ED 0�13 �N wSf�OT 5TD SPECS. <br /> BACKGUT ANL}UPF'�R 9ENCH Et�EYA71C3N. <br /> 3. PROVIDE ON-SITE SEDIMENT RETENTION FOR COLLECTED RUNOFF. 6. STEEI� Ft�R�S Mt�ST eE U�E� �N TA�vGENT SEGT�QNS. �7�p ��R�t� �A�' �� t��EC� t�N GU�tvEC► ScCTiC�h�S. <br /> NOT TO SCALE �) REGOMME#��E[�FRIO�t TO ESTABUSHMENT�F PEf2AdANENT EROSiON CONtROL <br /> THE CONTRACTOR SHALL PERFORM DAILY REVIEW AND MAINTENANCE OF ALL �neAsuaes�r�o s�re oaaiNA�e. �. ��N�S� SHA��. BE UG�T 8�J€��t ��tv�Sti. <br /> II I I I I I I EROSION AND SEDIMENTATION CONTROL MEASURES AT THE SITE. �. T�a� F�NtSHED �tFRB ��al..� �E S:�'���'ED �vlTw A T�t��vs��REt�T C�tRI�G ���n�t����� ��p �G��REL� BY <br /> - Terra GENERALIZED SLOPE FILL DETAIL �''����'Rt��'� P��R �s� �3�a��t� a��nns�;arv� t� �w�' Ev�t�� c�� R�n� c�� �rTt-r�� ���i���r���,� �€�A�r�ER. <br /> I I I � I I I I ����� Associates �f7C. EVERETTAW SHENGTON C�.R€�G T��E S�Ai.� �� A. �t��a��€ltt�s �� �:� �aU��. +, � <br /> � ���: <br /> .'� , 9. Ali. CURB ANQ GUTTER Sf�AL� BE PLACER t�N A �Alhi OF � �7F CRUSHED SURFACIPIG TOP Ct�URSE. � <br /> ' STEEL POS7S I �__� Cansullants in Geateehnical�rtgineervng - <br /> I I I hn <br /> U 6'O,C. U U _. ����a� Pro. No.T-7342 Qate MAY 2E�16 Fi ure 3 <br /> Environmenta Earth Sc�ences J 3 ¢� <br /> 0 <br /> ELEVATI�N <br /> .� CEMENT CONCRETE �'-�-�o�� 3 <br /> 5/11/2011 CITY OF EVERETT CURB RND GUTTER TYPE °°tQ <br /> CITY OF EVERETT TEMPORARY SILT FENCE �,�te: <br /> DEPARTMENTS Z � '�' <br /> rr '�v� DEPARTMENTS "A_ � " 305A '. <br /> %``"� _'OE Std pw : ''� � 'OE Std Ow� <br /> Scole: Job Number <br /> No. Dote By Ckd. Appr. Rev�s�on Des�gned � �� pH�L �pA �G►HAV� 18215 72ND AVENUE SOUTH F�' rl��e' � <br /> 6 .�,0,,,8 �,or �P �p R£CORD ORAWING ���� wASy yf�� � j� tc� KENT WA 98032 BERTCH CAPITAL PARTNERS 177g8 � <br /> . � a/�4/�e �uor cP cp REVISEO R£CORD ORAW/NC P£R WATfR MAIN R£VIS/ONS Orown cK HoriZontol o� � Q� . CONSTRUCTION NOTES AND DETAILS <br /> AS NOTED N � � � � � ,;,� ^ � (425)251 -6222 <br /> Checked �P • (425)251 -8782 FAX C/O G R E G B E R T C H <br /> 'i:x . cn <br /> AS �ert'�°' �a� �� ��37� o �� z -- = 8201 164TH AVENUE N.E., SUITE 200 Sheet <br /> Approved � �r g f ER�' �4' s g• CIVIL ENGINEERING, LAND PLANNING, <br /> AS NOTED ss�oha t �.NG� G�r�N �N��� SURVEYiNG, ENviRONMENTAL SERv�CES FOR � <br /> Dote 2�19�16 8 14 7018 G ENG REDMOND, WA 98052 SEAWAY CENTER C3301 SEAWAY BLVD.) C�� of 15 - <br />