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_ ..___ .._� ___.._...__......_ _ _ __ CONSTRUCTION NOTES AND DETAILS <br /> UNER STAtNLESS SEALA�#T f�U�'ft. GAULK � <br /> MAT�RIAL SjEEL BhND 60�T TU6E/SifAFT <br /> 2� 5��� � �� WA� S E AWAY C E NTE R <br /> ,� � EXTRUS�(�I LINER, itUBBER 4� � <br /> p�,p NE{�RENE CUSH�tIN / � <br /> ����— �'�'�``,~-- ::,� � f <br /> s���1�����-��� �,�_� ��r����� ����----, ���F�� RECORD DRA W/NG <br /> � <br /> �" � d 6 tl. Q�^''�..,�o�� ��Y E <br /> V�Ill.f'f[ . . :� i. �n <br /> �,,, _ _— a �j� <br /> ._ MNLET / {�UTLET PlPE ------=----� ------ - ----------- - - <br /> i , <br /> � .,_ # <br /> � '1� ��..... � . � ��"�.� � <br /> I I�_�� �..` I_�'" <br /> N 0 T E S: �=���1�i i—a���_� i� �'"�'� # <br /> _ �� `' , <br /> ' q # <br /> i ALL C{�CRETE SU�AC�s TC1 BE Si�EL 6� THf��C REIh�F�1RGE� � � ° a � <br /> ; TitOWEI �'INfSHED WIiH R(}1�1D ANEY COFiCRE1� ;�.AB ({�TIE�+IAL) � � � � <br /> ; SbAQ4hl �GES � <br /> i GE(?TE?�TILE � " -��� ,�{ 3' 2' I � <br /> SL{lPES STF�PER THRN 3 : 1 SH011LD BE {QPTIf#dP�L} -I[ � 4 BUT1`L �AUIK�h�G <br /> A°�(kt3£3� 3" N4�. <br /> SLOPE PENETRATION ����� �c � Q � ,•;---�" � �!�" ��+«� NEo�R�;wE <br /> � � ___r... �,,._. ; _ GASKET CUI�TINUOUS <br /> i � <br /> € PRIMARY LINEE� i � 2" x 1/4" THfCK t�t.�ltdINU�A FI.,At BAR tt�' Ci7t�CRETE CURB <br /> Pff'E WALL <br /> Bb�T tUEE/SHA�t 4 <br /> 200 mil GEC)NET �--3J�' X 2-tf�' l�, S:S. nEDt� ?l`PE <br /> SEAIRh�T BUII'L CAULK <t :�l9GH�?R 64LT R� NUT A�0 �t+t�fER �--3' htINIMl6M�--- <br /> � /� � 1� Anchcus�i°'f)t;Cy�ical�el�5t�4V'aeerlir�e <br /> , . , , � 6"-#�O.C. TYPICAL abc�v�watcrline <br /> � $' N��)ve �av@r sO�r ,. � , l An�l,or4 t2"caC t}�ical above 1'�'aterline <br /> -�----T�P Q��ERM i i-: ,`�' �i"�Ty�i�al below wateeline <br /> I SECS�t3i7ARY LINER , <br /> , ST�i��tE�S d- ,� �xa ss <br /> STE�L BANC� p . , � CCINCR[TE ANCH���� <br /> CAUI,KING � � .-.— � `� i SS taUT <br /> i 2" STRIP DF � �.� , ;�a-x �`��i; � ���� '� `�--�s <br /> UP�E�, RU�BER C�t � r-�'—t� H.D.P.E. SLEEYE ,,� �� �`�r" � � � � �` �� I f <br /> I NEG�PR�N,E G'tJSIiIt�I � �' ,� ' R�,, a` '� 1'' �,' � � r 3 , � '-" �'�2 SS �'LAT $A€? Y .b � I�� WRaHER <br /> r EXiRtk��+! �YE� SEAM �iYP.} � � ,, � p � <br /> � �Af�ES �' ���� a� �•� �' r+ea�Rf�,e � , � �a��ra�r ��r�sR <br /> � �" 1�4�d. BOt}� APf�O�V � / r�� F�� � �'���� � � `� d � <br /> v <br /> a����� c�r�rtr�a�.�s•---, p-+� � -��.- <br /> t 2 �etr�. � . <br /> LINER MATERIAL � �s���r`� � . �` W � '� ,� �--- —�1��� ►�ATERi� <br /> �: . <br /> � �� ,�"��"�.�^'` ,' " . • BUTYL C�ULKiNCr----<_ <br /> _... ___ : <br /> J � � -��,'� 1 <br /> ��. � � <br /> �Q��. ��B �� �' °� '' � ��. � ��� -' ' � <br /> �...�. ..,. ,i.. <br /> � �� r ��r,.�� , �';- � � r�' GONCRE� WAl4. OR S#,.A� PEF� Pl,A�i � � � ��, <br /> ` PIP� _ � <br /> . , , , <br /> .A \ `� � ,.' - _� G� -� � � �;- �� <br /> � � � �.a.<�.�.�,t��R>''t t �J�,3��� - : <br /> PERPENDICULAR PENETRATION � �1 � f -• ��' � - <br /> ��n�inior�i� i� ��_ .. - � ' M � tli � ' µ , � .�. - -;�.,;_'E . <br /> _ � /�'` � � � � � ---. � � y. . �e ,� _ ,i, <br /> � F� I N E B U U T � �. T � � � � .� � ,� . � ��P�c,�o i � i3� ,. <br /> � �u� ��o� � �� <br /> ' SfN(�f L1N£R SYSTE�1 N "f S � •'"�`� � �' =7 �=�� <br /> i � ` \ A �,� r <br /> ! � , ,1� <br /> 'W Nat�nrrre�t Ltri�a�+Xaa�r Proaa�s�tnc.{awL�ta not s�c,engen�r�gu�s'tr,g 9rm a�ra daes r�ae prec�e�sgtneedry�proi�€�b4ee�erg s�*rwic�.h7m aoe�n4t mak�sny /� , `` � - <br /> etl <br /> Ir rRatBon w warcantl ex resa or Im I as to en draw4i arth suft�l ci an oi ths dra� s€os a�tle�ar use w ur ose.NMfiaut�iredfl n MNL <br /> eirrese es. P P�ad. Y 9s. e kY Y n9 $P A A �8 fiw torc9a� 9� \ ;T <br /> makrs no rapresatda�ori or wenanly fihal She drawingz aro appsopriaie tar anY p$t�+cul�a In�ctalladan.t}[t�+a regis[a�red P+t�#�Ss�aaal ssagb�aha ha�5's{�ea�z�Mii'���9t�a : � � . <br /> ttiC�r ` .arsci#ts rte��atXt re. �� � <br /> Pa Pfo�d ��rnerats�af s5fefi p�o;�t c�n dei�rm}newfiats{�eptic desigr�,�n�neseitrsg 6s}n�ladlaYan det�I�i�sY s�u€te�d��:fpr each pro�eci. � . �•� • <br /> r` <br /> / <br /> ��r ��\ ,� �� �_ �f ��'� �V ��, A �'� �i <br /> . � . , � , � � '� . � ,` _; <br /> / � �`�,•,,� / `r / �: i r'^,a �' \a39 L�C7�JBLE L.11V�fi �LfIV�h�,ETE ��T€�FL I"IM�I�� <br /> �� �� �� � � N�)ltTf-E��'EST LThiilyt�"�S & �� NA�F; DOUBLE LI NER STANDARD ANC�I�R TRENCH .� � "Q �,�, �'��',�����;; '��%°-f�� /�� ,, <br /> t. �t *.�%�'�, �- `�,�,� ��L`�,�/ ,�'\� , r�o�€ �o sca�e <br /> CsIanT��ITIL:r P�.nT}L.��'T�,T�t�, JOB N�. DQUBLELINERWITNGEONET N T S � `4. �, ���''� �"``o� /`�. a, /� �. �'`. , .%``,� ��.''��. ,�' � _ .. � <br /> � � ; t�tvrthvre�t Llnings�Gaok�astlle Praducts,Ina{PJVML)Is not a Ilaensed engU�e�rin�hnn anQ does not pr�cf#�m�gle�erlev�or pravWe englnsflring servicea.NWL doesc nat make arry rapreeentatlon crr warrantlea.ex:prexs or bnplleci; <br /> �''WN'.fkc��E�cv�;st 1tr31t#x�+.IXat11 � �r.. �� . i as to any d�awings.�r the suh�i�l�ty oP any at tAs�rawings for a parlkular use or purpose.Whhaa�s Ilrnitln�tAe toregoing,NVYL rnakes no rrpresanCatbn ar warraTrty that tft�drawings ara apprctprtate Forarry pa�ticula r: <br /> i � , � °ATE: � �� �4 �"`�'`�-�� A L U M I N U M V E R T I C A L FS A T T E N S T R I P D E T A I� ��gta����p�.�nly a regts€eted profeeslc��al an�naee wha has specla/zad kriowladq�s oS a aarticd�r project an0 the needs anti reqiilr+ements ot such prof�t ca�deterrnlna what sp�chlc dea�gn,ertt���rkig w Insta��d�,��,��� <br /> � � id�)?4 7TTF{Rt°t:_St wt,;I"&9 ' � i sd�itad toreae�P��ject. <br /> i ` _.... .._ ....._.._ -- - - -._.._.. — .. _ .... _ __...._...... ——— <br /> --------- --------. . ....._........_ : <br /> I � �f_°vT.,�t-A.�uG.42 �Y. $CALF,: AB(1VE WAT�J?LINE N i S 5H£Ei :,�_F. U£TAft. , <br /> ���a��;�.cn� ��s����.oa����x .� N(J[�Tf-��VLST' LTI�IINGS & � NA►AE: � <br /> t .. � r.,� .� �7r., <br /> � � T�� LE I'� ) T [r� .,��o. <br /> tsc�sthwas6 tkdngs 8 Genteatle Raxlucts,b?c.$NU1�Y-}bs not e Ikar�aci enc3lneerlr��ttm ar+d doea nat�acike en�k�erir�{c+r Pmvide en�uesdi�serWk:�.NYYLdaea nd maks ar`p � ��J�� T� � �iJ l. �9 �, � <br /> ,_ <br /> • rrpresentaqon w wartantlee,exprssa ur hnplled.as to any drawings,oe khe s�blhy ni arry of ti+e drmMngs ford particuktr u�e or purpqse,Wlthout�n�ting#te foeegdn�.NYr1L <br /> �n� n n � i irm r ��i in � oHnn k .. . i� <br /> NorO�westL v+gs&GeotaxRlePreMuets,he.(NWi.}tsnotabav�le gl ea�ngf anddonenoit�adlceengneeringarprovidgtrng eeringsarwces_NWId tma�any I mal+esrrore s�ese�taqonorwerrantythatthqdcai.w�n .areapprop.{�teEuraes p�utku4xlncta�atloe.On e��ee atefed�otesskm;+�s a cvL��ti4',CluCt.�i:t��s'ai�ii'h!2]F,�.CUitt �" E <br /> � k P � Y I'! � xK.3W's�wh0 ttas sf�ck+Ized kias,ulBAga pF A tVL' • <br /> € rspretmEi�lilon orwsnanOu.exprusar tnpliad,as lo a�y drawinSs,oriha adtabllltyof any ni tAe tlrawirngs fora particOr wor purposa,WRhoat Itniqh;�th9 toregoi ngNX�L �lAt=' ���}' <br /> ( rn,pku r�oreprvantailanat vrarr�niy th,l thn dr8wir�a.i Srsr t 1 p{xoplste tar�ny pattlSult 1 r ht�latlt Uon.Q�,�ragi�'stered prptassionai ang3p�arvA�a has�p�cielaxed knowlsdge Ofa Pe+�ka'Nr prp�rrd;jnd!he ner�san0 re�[VlrBmertia of such p�njw"s can Oeietmh6 what Saar_pk des���of Insta�t�n netap�bes)s�k+etKb OrOjace, �� � �� (36 �I�� <br /> �... _ __,. .._. ____ �...��_._._u_ ��..�. � _ � .. _ <br /> � :143Ut3 T"t'E3 A�'t�547LTfl <br /> 1 MANHOl.E WALL li prttutar roac3 and tBd n�eCs�nd ulrnmente ofsuch rr�act�n deterrrsinewnac s_ e desi n.e neartr� ��nsiauauen deta�t,best awted tar.sacrt �sr� i�HEE'i N4. DE 1A11 ;�� ` ' ;ll.lE 3�AMf' - � I �n�T.ta :�y�tt3' 8r� =sCnLE: <br /> ` SEA1.�t�T ° , a' � .. __. , !�C)1�"C 11'1��::�aT' LtNI£�(i�c� , ` ( g���E���..r�aaa s�������.�iz����.� �t� �Ir� <br /> , . �__�._..___... <br /> ' , � �H�LT��. DETAII * � JOB �fRME: �I — _.. _ �.�_......... .._........... ..... _.._.... ._._,...._ _ . ........ <br /> = NnRTHWFST I.(3�11I�C3S$� T I ' �ik;UT��TiI�E i'RUf)UCT�, 1«c. .x�6 :�4. <br /> �: <br /> � r�E��r�i������r� � < � . C°��.n"T`�?�TII�� �'1�+C����'"�� I�c. ��et�. r _ <br /> nAr�: �� �� �� Jc����x�r�: ��� <br /> � '�. e q s we��x�7 r�s��tru`�t�t#t�rn � <br /> . t- ,� *. ; w�w��c�x�h��:�e�tVi��an�s.�-�arn DATE. CNEC4(E{�: <br /> � �tu€xt�7T�7 R�"�'�trtrr�i ��? Q� a= � '�..�.,,� i�5���€c,2•�ct��� t:;at x�st.�i F,�?i BY: SG �,�,CAt.E: Nt� <br /> t � •� + a � E:.F"�"t°,t1',� �i�k#? <br /> � �Tt�lNL�SS—� � BY: SGALE _ <br /> � • ;���}!�7'"t)'-t-i ias.3s��,,t�M'.�sl�:th <br /> € �TEEL BAN6 `.� .' • . <br /> e , ' <br /> � ! . • <br /> � a <br /> F �� <br /> � SEC��RY EINER �ATERIaL-�` � � - i � W E,NDS WEMD DT TO ARS <br /> j PRIIAAR NER MAI�RIAL� � � 'tiL�PE EXTRsJQE BAR FRAME (TYP.) <br /> j �� , i ,� ,-f�RIMAf�Y LINER MATERI,+IL — <br /> l' � .i RIP RAP AT INLET <br /> � ' t� ,,�`� SE�t�^�DARY �INER A�AIERIAL _ <br /> � qp���N 7��-, ��� /' ! ,� 6" NATIVE SOIL — I <br /> INTERCEPTOR DIKE <br /> _ <br /> > <br /> : � �� � ' ,� ' � C �TEx��� �'J =�CspJ — <br /> . <br /> , <br /> , <br /> � � .�4�.-�.�c�: �"�r»�x�.� � �,'.''``r���;-c'..�1�. 1;��".`c_��l '�-t�����'-,t``Y - - _ <br /> '��� � 2 CRUSHED ROCK — o 0 <br /> I �._—_._ . _ : --_---T .----- ._.___T _ MAY BE REMOVED <br /> � �� <br /> I <br /> � ���� , -��� � ��% , . '` . `� . . , • �'�' ' 12" CPEP �� 6���� THICK LAYER OF _ <br /> �.�, �� • �;',., �`��"� - — — 2 -4 QUARRY SPALLS — PLAN <br /> ��� �4 �5 /���/� 1 - — � — — ' — � <br /> �\�/lj ' , ;��'�� `��i1RT �U� GF;AC,E —�!�—� � �— � . — r . _ — 3/4" DIA. SMOOTH BARS 3�4�� DIA. <br /> � <br /> �c„�.;i 1/ �,,.- o 0 0 0, o 'o — ,� <br /> �r° -;� _ • � 12 MIN. W/ENDS WELDED TO BAR FRAME i <br /> I � „ 4 - " o 0 0 — BAR FRAME i <br /> . � <br /> - :. . PIPE <br /> � � .'.}� ' 10" NATIVE SOIL _ _ _ _ = I . COUPLING � <br /> _ '� � . , , �— • . RIP RAP AT OUTLET — — x <br /> � "`�I,,! __:. � . :.....: -,,, 4; `-`:= w... f EXISTING NATIVE SOIL - , . : �: — — I�-- Y <br /> _. L�� . `, -_.. r � . I �x <br /> y `������ �.. . 1 I I <br /> 0 <br /> .� �_ ., r <br /> � 3:1 �iAx. S�t�P� ��`��"� ��,�. ' -'� l� LINER ANCHOR TRENCH � . ' . . • GEOTEXTILE FABRIC - � <br /> � ` ~�A�� �E <br /> �+ �` � ` ti�PE EX�RtlQ� TYP PER REQ SIHEETNC7 SECOND LINER FOR <br /> � ,,� �� �,.... � i LEAK DETECTION <br /> � DiRT �UB�RA�iE fi�� ;-'�tl �CCNJDARY LINER �AT€RIAL —I I I I I I I � i i i �� <br /> : -'��I'� BEVELED PIPE END SECTION <br /> � <br /> � ,,_� y, ,�-PRIIAARY lINER MATERIAL <br /> � °`� �: 200 ML GEONET i FLEXIBLE MEMBRANE LINER � �� BAR PACNG � <br /> �� � 1 (FML) 40-MIL TEXTURED „ „ END VIEW <br /> ' �F� a� , ` f GEOTExTi�E CUSHI4N 2 x5 ANCHOR STRIPS WELDED - � <br /> � ��, r���,�n f �� HDPE GEOMEMBRANE (OR �� <br /> 1 w � � �-�� ,1fT O 3/4 D I A. B A R-F R A M E A T <br /> ,`�,�, ,�-� LINER APPROVED EQUAL) PER GRI 4 PLACES SPACED UNIFORMLY. <br /> r EXISTING NATIVE SOIL �� � <br /> � �����a�'� GM13 SPECS (SHEET C7) AND FASTEN WITH 1/2 NON- ¢ <br /> � � ����-�� GEOTECHNICAL ENGINEER CORROSIVE BOLTS AND NUTS. a�a <br /> � - PIPE SLOPE DRAIN DETAIL RECOMMENDATIONS „ R E C O R D D RAW I IV G � <br /> � 3 -5 FOR 18 DIAM. <br /> Ivt A �"� H V � E � � 0 4 � � � A � � NOT TO SCALE 5"-8" FOR 24" DIAM. This Record Drawing has been prepared, in part, based <br /> ( - � ; _ POND DOUBLE LINER DETAIL 7"-9" FOR 30" DIAM. OR GREATER on "As-Built" information provided by others.Though � <br /> _ <br /> {�la�nsrt*aes'�u�irqs&("<vot�xtirs Ptnd�,^�s.lixc SN�°._j is nn4 a I�.�rsoi'seis engirr_�erirst}�sr.�.�?.c:�i.�es r.r�€�aear.h..,c.r.yu-.ecd��a�s r�r�s&.i�carr+.eiir;�sc�s.�ic�:s.N'WL�{oes Eaoz n�ake any <br /> .�rn�e�,c�w„n�w�r���u��,�xw����er�,q�N�,�s:�������;��,��,�=��n��ix���r 6t��r�t{r������i����x���,���a�Ui����P n*�,�,�,n��.wi�n���u�,►u�i��e,s+a�,�,�."n"� NOT TO SCALE SIDE VIEW_ the as-built in ormation and this drawing are based on <br /> ,,,�k8s�,o«pfp�Q{�c�s�fi���wa�a�,tY<r��u,e a.���,�5���ap�Q�t�r��anY����,�������i�tia��.c7�,iV , �h.:Y,� t �� �� i ��i<<•� Y��,� " ��;h;�a,����;,�f,�n,�ag���.� the best a i le information, no presumption should <br /> � `�°a e rdi h ura <br /> partlr:lar pro�e t�erl tt�rseeds a�d reqeJremant a°sF ch oE _z•:� :iat�ar,lne.�r�ar s�ecNG d�lyr n�L ea=k� r I -t�4#{� et�ll I '� 1.r� � c.��ct - - _--- <br /> _ _ _.___._._ b ma re ' t e dr i �c cy. � <br /> __.. __. _ <br /> �,Po —_ :.- _:. w.. .�.._._�.__ . <br /> � ""' "`����' �� �����'��`r��� �°���TM�-�� � "-- " � � �E�GEOTECHNICAL ENGINEER NOTE: CMP END SECTION SHOWN. ; '" Q-�f"r� � <br /> SJtt"�� <br /> � � -� � � �(;n"j'�;,}�'{`jj:. � (���[�ja(''j�, ����;, J� N0. ? �' SHALL BE PRESENT AT THE SITE <br /> � DURING CONSTRUCTlON OF THE �i ned B Date � <br /> � ���w�'�°,:r�a►��i��+c��li€�ir��stccg;t� � STORMWATER POND TO ENSURE � ( Permit Ins eCtor � <br /> DEBRIS BARRIER <br /> GATE: � �� �¢ `Ctl�CKE�= � THE FACIUTY IS CONSTRUCTED � � p o, <br /> �� �irs�atk 1�r�a�;v��.�cxtsa�t � i E <br /> ��.�.� �•�,���k�; ��p i '��A��; � IN STRICT ACCORDANCE WJTH <br /> ���,a�,.�W,�,� ,,��}���.�,���:;��; I THE APPROVED DESIGN. 3 <br /> NOT TO SCALE I � <br /> : _ � <br /> � <br /> rn <br /> � <br /> n <br /> Scafe: r <br /> No. Date B Ckd. A r. Revision Des� ned �L � H A Job Number �' <br /> y PP '� ,�p, PN � �jO,o Q►.G' , ��1 18215 72ND AVENUE SOUTH FOr� Title� � <br /> 6 .3/01/18 MDY CP CP RECORD DR4W/NG � OE W A Sy �O � <br /> � <br /> , 8i�4i�8 MDY �P �P REVISED RECOrRD DR4W/NG PER WATER MAI,'N REVI"5/GYVS Drawn �K Horizontaf o��, , �yc��,� Q `- �Z KENT, WA 98032 BERTCH CAPITAL PARTNERS CONSTRUCTION NOTES AND DETAILS 17798 � <br /> AS NOTED N - ,z m O (425)251 6222 C O GREG BERTCH <br /> Checked �P �425�251 -8782 FAX / � <br /> 5 � Verticaf �o� �,�38375�O �� y =. � <br /> (� <br /> �/ T ER `� �' U CIVIL ENGINEERING LAND PLANNING 8201 164TH AVENUE N.E.� SUITE ZOO Sheet <br /> Approved � S � �. � <br /> 2 19 16 � NOTED `�s/ONq� ENG� G�T�N� `N��c� SURVEYING, ENVIRONMENTAL SERVICES FOR � <br /> Date _ � � 8 �4 20�8 ENG REDMOND, WA 98052 SEAWAY CENTER (3301 SEAWAY BLVD.) <br /> C15 of 15 � <br />