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<br /> - S E C T I a N 'I 9 , T U�/V N S H I P 2 S N RA N G E � E �/V . M v S E W E R ��
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<br /> . A. All work and materials shali conform to the City of Everett Standards and � � '
<br /> � WSDOT/APWA Standard S ecifications. ~ '�
<br /> ' STANDARD DETAIL 412B NOTE; �������;.y� �-� 469.0 p a �, � �
<br /> � �.�,w-.....:.�.>.,u.,.,�,.b...�,...,�..�,..�-.� .m�. ,s.....N,v -.�:...W ,...�..:_..._A,..�.5ti.�,r.�..�..:,.�.., - � J W ,.
<br /> THE STANDARD COE DETAIL HAS BEEN B. No part of the sanitary sewer system shall be covered, concealed or put into use U � Q cn I
<br /> MODIFIED TO REMOVE THE CALLOUTS FOR cn w � �
<br /> �-� �-h * . REPL�ACE RT OSBOW S AND ORIFICES AND until it has been tested, inspected, and approved by the city inspector. Q Q � z �,
<br /> ��t�i� C1��!---� �- v���:�T (`'�C}�T�E�` _ H E T H A N O T C H. _ �� PP 9 � c�`'n n o
<br /> � 5��" -' �-� ,_, y . NOTCH WIDTH - 0.13 C. A roxima te loca tions o f exis tin u ti li ties have been obtained from available _ !
<br /> � � records and are shown for convenience. The contractor shall be responsible for w � �
<br /> �rt��UT � '`��w��`--� f ���1 q 1 x IP,�FtU.L G� IQR..FF?'�F�Ea��,�f�TE r�h�G � ��i� � I
<br /> �"`� �'',,�- � �-,h�, � 1 -` aEc�nQ�r�� �o r�t�T �'�r �a� i�' 'rt�i��e F�F- �-��� verification of locations and to avoid damage to any additional utilities not shown. If � `" U'
<br /> � �'r �''� TkSF+�il�1-[ �J��t*�It,'� ,�N�.7, �Tk,..� rLEaF? � �
<br /> � � �-' s. "\' `�.1 , , �.� '�� E conflicts with existin utilities arise durin construction, the contractor shall notify the
<br /> �� �- �� � Ihi.L�T i�,a�� R.�DS,,T�I��'C!�_ l�iM�fA��� i'-r� , 1'-n 9 9
<br /> . f' �� .
<br /> �` � r"� � � ;�� , ^ ndn rr�� fl�trF�t��-Y�:arn� public works inspector and any changes required shall be approved by the city � �- � �,-
<br /> ., .,.N��... .. � ���.-� ��,_„�: ....,,� .,�:..,.. ,. �1 .. �- �- �t<ATt c��t. I_�17. �=''=r�� �s����_��F� �
<br /> ` i�;�,Gn��, j t�ti ,�r,��' F'�'.�� 3 4 �'� ,��.F,�r_�#�,r�_r� engineer prior to commencement of related construction on the project. Q � `� I',
<br /> ,. 7v 1�� � �;� � h'l�ft 5t_7' t]'T�U A:�S'� �l�Z �,C�� F(t,4lr41; X�'�!5
<br /> _......_
<br /> ,,;.�.�� C,�...b,,. �: f '`� w � � ; ,; I..il`J I���? :Sft} ���uG S�,i :i� ��{�c,�ui.F��;�� �F` BOTTOM OF NOTCH � : _ ;°o�__-�:��n ��ut�,t���F fmrn piF�� if rr�_K�_�.rl �t-
<br /> �..�..
<br /> ; � _
<br /> � �s.r��u rr�' ' � f ir:'�,��,T�'1t{ �=r �'�T iN�,,.�f��t�-,aftF'. ��R ELEV = 466.91 � ' �: '-=-��� _ _ D. All sewer main extensions within the public right-of-way or in easements must be I
<br /> ' � � - . . . L' `- ,-
<br /> : �'�, � _: : �-; �� tac�� T.� �uracriar� n.:, e_, ; .,. �� -= ''�._;I� F- F�F- staked by survey for line and grade pnor to startmg construction. � a
<br /> �. � � �,��� �A�,�.��� .� ,� G-.M��Gyt�.=.}1�� a a a a a a �
<br /> � I rintqha� _- � t,� � ,� - ;
<br /> � �,� � �: �� �'M'EFtFL��'� E��'YATt�N F'EA t Lb.N� : ` 0.
<br /> _.f� � - �. - � ` �; � q f�� t���3.f� �--__ „ a I
<br /> �- - v -- WATER �<
<br /> � ` --�_ - ��` �`�� FtESTFiifi.Tf`R Aw J'EIS�BLY EE aTG uk11�' ? ni5_ru - '� �' n� _ t; } ��
<br /> t � �~` '`� � .:., fli�trv fF_'_ rJ,•� P .fiiFr � � �4'J�_=��1�r:�i7r-_'f I��4N:Ifl�� � �, �„
<br /> 4'1 ��_ 41'�B °t 412�. � - ' _ r�tF� I r�B �� ZI ".�
<br /> ' i,ti"f;�.�=,. � t tr l J'� _ _ ` � - � .,� 5�,..�i� '�,
<br /> , �'` . . .. . . . � � � , ''' -1 l '1t�1�i�h�i_i]'iP� . ,... � .�� /eu� '��° �.
<br /> �� ��F� ��a s�rt? .��wc .��e,. 1��°�.� r , , � �. a � A. No connection to the existing mains will be allowed except by means of an � �, �o�' �y.�..�.,
<br /> �..,.
<br /> ��� � �y� � � �� �d��� � � '�; �,. ❑ a intl�rr�� � 'rr�:4����ar� ' � � approved backflow prevention device prior to satisfactory flushing testing, disinfection, �;:,�V� : �w; � 'i
<br /> �....�,�...,.,.,,, i�+ M IN CL.EA;�l�i�1G�": I t � �c F F 1 _ � •3 � '
<br /> :�r,-F�,r< ?����r.� s�r �:�" ,�r�r� �s�cr�: ��- �, (� I � and receipt of satisfactory bacteriological test results. �;,� �;,� �: � i
<br /> fQF� ��JT�E7� �F 19 .?„^.;'C �h.I�LLE�i: A�,l.�k.i��1FT ��AtF 5,��, : [.� � � z L �q�; fk����=i i,�?�_�F_ per#r�ncf,} �.� �- ��,.: O
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<br /> �-r� r���� ���e: � � � . . . . d '�:...� :�
<br /> � ` '. tr A �` P J Y Y Y '�
<br /> B. Connections to and ta s on existin mams will be made b the Cit Utilit � 1� �..�� I
<br /> - 1r���� lt��VlN7E'{t1t�ICk_ CLEftiR Z�attiF �• � i .. �
<br /> t'`;1 .,. w, . ; � � 4�, P� _-C:I�.�fi ��Ut�A'";F f���ii F�Ipe � �@ artment at the develo er S �
<br /> ti_}--,� i � ���,, ,��-�;�, �, ���f����E�; x�� ��;�,,�ry�F�.�. � a. �.= p p s expense. The City Utilities Department shall be given 0 r � , �° I
<br /> :�4 ._-__--___.. __ a a�•._=ti- ti
<br /> `:�. - fl a, -r `� , � '` � `� � •� ,�'s at least 5 business da s notice for each connection. The Cit Utilities De artment `� '
<br /> ANII '�II L:_C�F' �F2F E Qf ('�tia tf;l,��:'fbs�t�l..z � £Cl�
<br /> Y y p � II
<br /> ��" � � � �E�f�� 1'�&�"� �� ��``x �'�'"���`�������i=" � �� ` a � ` � �' shall thereafter determine the date and time at which the connection shall be made. `�
<br /> �. �� ���. � �� . � r 4�
<br /> �= " - �, : �
<br /> � ,
<br /> ! �. } � � ' � i � f4_��k�#��atr�r
<br /> � �..� .i.�i � t i� � �' _ � � � �r.r�_f�ir��ar_;E.��� .. II
<br /> , i`r+ � + 5� �,� i� `, � £�' ,,r� � � ,I;, � ; - �r, � - ,� � PL,�4�I a� ��.,____�,,�� C. All work and materials must conform to City of Everett Standards. I
<br /> .�.��w.:,..�..��... ,... �w,.,,x.x.w ..�.�w.. , � . ... �, f
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<br /> � i � �:� ���: � �n f � /�- �� � . � D. A pre-construction meeting shall be held with the city prior to the start of I
<br /> , - , _. ,.�.-� n�.sM� -.��. - - �
<br /> . . " c ". __ .,�.-. -_..-�. .. .�� . � ,./ � �.. ��- . � 11'��,r,
<br /> '-- � � �; � � � -__ _ I -� I c o n s t r u c t i o n. T h e Ci ty o f Evere t t Engineering Depa rtmen t Cons truc tion Division must
<br /> ���� l �� _ � ,, :.1__ -r�-� � b e n o ti f ie d a t les t 2 4 hours prior to commencemen t o f construction.
<br /> ' - __ __�r s_` a-y F.U�' �J� �#" �1'K�'�, 1 GEi.C]d-0.I,r�C;C,'f;T�: ��� '`''t.. � � - _ x�,.�. - .M. �j -- _ r-� ��,ii
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<br /> ' " a~���� aY � {,,1 B�NC� S T�,�" '�rtT H �h hE.a. ,r' -` PIPE O.D. �` --�--� E. The develo er or the develo ers authorized a ent shail noti the Ci �/'� '
<br /> ' � _ , .-=�-�` � � P 9 fy ty Utilities Q� �i
<br /> _,�w �_ � ,' :
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<br /> � _ -� ,��, �. r , � , � ��� De artment of a e ��
<br /> ; „(:�:� ��� �:E; r�,;,� hry�, ��E�:.ira�,�nc�r�= FL�t � ��__,�---� � : I � ,���,�, '� p p rson who can be contacted regarding problems during construction
<br /> .
<br /> X� - on a 24 hour basis.
<br /> 3:' � �- :aIZE f''�C �PE aF PIF'E E;JTEF?IFa� � c._y-~' .�, � --� �' �' `L � bn�.fd r��trF�_ � �
<br /> �.�� � l
<br /> ��,, _ ; ...,.. .. �. atan �x�Ti�„ s:�: � �t�;lEna E�E'� F�ER !'$�tit�a.:F E� ; a%
<br /> MIN. MIN.
<br /> �� r�.._,�� -� -�,,,-�.t a' ►.+�r,x: I E 46 0.7 5 �
<br /> � �+� �P�� F. Maintain a minimum of 10 feet horizontal and 18 inches vertical separation between
<br /> ^. _ .r.v , . (� �; fiG� �i:_�uR�� r�i .�Tr��4T��� �,� ��ia wr7�; a c;�� r
<br /> .
<br /> , �4 ��� � -' J , ,� ��:.1 �,LIrh�I���;M .�T�t�;F;� �.��1� Tt� � i � 2�%%� �o� �o o�< � � 4
<br /> .4,;^-p .. , �� ,��,A��,�,r �k $�i�i���,�� �;��'�� �:�����.a � � o00 00 �� ,> >> Pat?TE�_,: potable and non-potable conveyance systems.
<br /> �, � I--. ' �. _ o 0 0 4 OR 6 PERFORATED �
<br /> �� � �_-.: 5141�, �'+���` [�.iR E3�7t�S. t�N� °'�'f�#'+�= �-. °o° �° 1.Tt��trFr��r� =rFa.11 t� rc�r�srn��:����� �
<br /> �. . :._ _
<br /> �`�� ,�r���� ,ntyt� �s�t,��,� �;�a�iµ[�' rc�rtr,t��r��,ra, ` � _ o 0 00� PIPE LAID FLAT ��
<br /> ' �� � '�� --��-• '; � 1 � ` -- - � ������`�° t - o � ���-t� ,r-��,�r�t ���inc d;":F��.r���r��,�_,r • City of Everett valves shall be operated by City Utilities Department ersonnel
<br /> r �.. o 0 0 0 -� F ~ - F- G AII p
<br /> �; fi'� 1��7Et���.G?�tfE z'�f�.+��5 �`.rkr.�t:4i�zECi Ft�� � - . . . . W
<br /> f �.. `� �.. .���-s . �.. , , .... , � : � � _ .� ;.; . : ; , .: _ '� °�°���°o° � ,=�-, only. All valves, new and existin shall be accessible at all times.
<br /> J, � CLEAN �<5% FINES� _rr_M_r�. 9� O f
<br /> __ F:_n,�. . � ;..M..�..,��� f �...� I��51'�rf�,�'r;,:�� ,���.r,i2�> C�Fas�.'�t€_�z �I-inW i� � �E��`�Rf�T£.�R 11t�IT ��it�LL �E: �,���I�TR!y�'TEI� � c�; , o00000000�
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<br /> � � ,� ,,�,_._.�;:.,_�:� t�� ft,'.�.�F�k�.��+A.T;;F[� A•°�.1�A41�N�`hJ .F��F�. f�Ai';1 � N � o00000000< 1 1�2>, 3/4„ WASHED �'.Tr�n�:Fr__ ri�=rr t� F�I.�:�d �i��r•4_Y�
<br /> , � - ,�.. ' $s z '� �.L-�L,�C� :3t�«#-�13�t�, r�'��H7�i �1 ��7-�C ? �°o°o°o°o� ROCK tF��r��G f�t� ���,�.�.r��trr�r.i ii,ii i t�t �
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<br /> � : �. _ �T ���_7 �� ������ �:���r� �� ��E. o 0 0 0 , STORM I
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<br /> (� � -+�,���' �� � cv � �`-� �i'���E�� °Jk :�t.�,z,�, � � �,, .� � °�°�°�°�° =�.k�r►�fk��;t�lir.�i
<br /> --- �,--_
<br /> � � I�it?EkT EL���sTl��: 1�5. f�LAi�S ANC� � , -,; - � r .,.,� �,. ,_ �-- . . � W , _ - .,�....,..u, v.Tn_n:h��.r►�?r.� t�-n� rr��_=k t
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<br /> a S,PE�IF�CR�Ttr�N�: � =���� �C���i��� r�. � ��� �? .�� �#Y.-��5�:: , _ � , ' ' ' �' � '� . No part of the drainage system shali be covered concealed or put into use until it
<br /> :_...,p_.. �� e z' r ����.t+.�hafi#=�f4��+14'r:n��tr�i�f_r1f_I�. A ,
<br /> ��:� _ J t r- � _ 2�� �F .�LL�',4��L�E � Uhr�ER M�l:{1M�.aM - has been ins e
<br /> 4�`�'" �'� � �-����� - - SECTION A-A �. _ . _ . p cted, tested, and accepted by the City of Everett. ->�
<br /> � .�:-=-f�k641r�€i"i' C7klt�'[r`� „ �#. ����F��r# F�c�=k_��.�:in����_ r��uir�� tr}f
<br /> ...-.�r.� :�-'-...� ������� �E�_ 0 61 N.T,S, �ii corr�i��m_t��Fnsur���y�� t�,,�� B. All work and material shall conform to the City of Everett Standards and Standard
<br /> ._
<br /> � �j���� . ��� _, u � r=r��_.in_ w.,l. c�ficat�ons of WSDOT/APWA
<br /> �L�.,1f���� _ -..,� �[��T�� � _ r �� �it�,3� '�4r1{l_L��; � *" � d��� ,�?�sf;"_, -------- - -- ------ - p .
<br /> � �� ���� S e ;
<br /> FF_. '�:'. ` {t�,_.:��� ._�_!_ ''__.`�' ... .._ � _.....__. �. .'..:�. '..v.�_. .. ....__._.�_... --- -- �---- C. Approximate locations of existing utilities have been obtained from available • � o 0o i
<br /> ' ' " �i� ' � 1���'�'� ' 1 � � � �� ' records and are shown for convenience. The contractor shall be responsibie for j N � �
<br /> .,� .,, .;u _._ .��...� rs.:.., _e _�. _w. _,�_.M__
<br /> _ Q � c� � �.-
<br /> ' SDMH #1 - CONTROL STRUCTURE �' '�`'�a'-'�-r� ' �f -� �' `��� verification of locations and to avoid damage to any additional utilities shown. If � . . ._
<br /> _ _ _ _ _ _ _ _ _ _ _ _ .. __ _ _ _ _ - _
<br /> Figure 3.7 NPGIS Dispersion Trench rvith Notched Crade Bo�rcl conflicts with existing utilities arise during construction, the contractor shall notify the � � � '
<br /> �.;:; �_-: ; : :: , ; _ ,` _ ,-� �-n-- ; - _ _ _ _. _ __ es required shall be approved by the Cit � � c� c� .�
<br /> Public Works Inspector and any chang y .
<br /> �----� ; � _ 1�. �3 ���� _ t�,� --_; � � 12-�3-2��� � � . . �
<br /> , .«..,� ���� �:F �,���►'E�T : _. . .��.--- _ - ; En i _ u� �n I
<br /> :,��,. ; r,�,,�.,_ .�. ,n ��T.� +�� E11ER�`�T , .. �; y, g neer pnor to commencement of related construction on the proJect. N N
<br /> �` ���.���,_ ���'.�` ���� ��� ��; ; ���,�,pr� �����,�� �Q� r:t,_�:. w t- ',
<br /> �'�" a� P�.�1 B L��' '�'�F�i�{� ; - ��'.._..1 E�LJ B L 1�- �Q�i�,K� , � .
<br /> LL t- �' d-
<br /> � ' � �`� Ci�1,�� ����' _:�'�����',� .
<br /> �u���'� ����.��"'�E(1j'�' y � '� � �� , �E�"l��'1'�E�� ; �: � ,�� : A-A MODIFIED FROM D. Ail storm systems within the public right-of-way or in easements must be staked by W W � `�-
<br /> r ���E�'I�L�f`� NOTE SECTION
<br /> �,r.� ���'�`' :_ Y �
<br /> - -` - ` �'� .,; 1 �.,1���` - � ..�.�_.__ �..1 �r:.::,:' DOE STANDARD. survey for line and grade priorto starting construction. U w
<br /> _ _ __ _ O >
<br /> E. All catch basin grates must be stenciled or stamped "Dump No Waste, Drains to � w
<br /> Stream, Lake, River, Puget Sound, or Wetland.° Choose appropriate feature for the N
<br /> WITH REMOVABLE� SgGNPPROVIDI�NG � � project. N �
<br /> 5 X10 GRATED �
<br /> " OSHA CONFINED SPACE REQUIREMENTS, ACCESS a Z
<br /> 5' WIDE ACCESS BASIC SOIL AMENDMENT NOTES �
<br /> THROUGH BAFFLE WALL � �
<br /> ' FG=471.6-472.6± � Z
<br /> OPTION 1 �
<br /> - `// // //// �//�///// // // //�// / � //�//�//�//�//�//�//�/ � // // // // // //�// / � // //�// / //�// // / � ////�//�////�//�//�/ Scarify or till existing subgrade to 4 inches depth (or to depth needed to W
<br /> TOP OF VAULT=471 .5± TOP OF VAULT=471.5± achieve a total depth of 12 inches of uncompacted soil after calculated � W
<br /> � I
<br /> amount of amendment is added, see specific subsections below). Entire Z I
<br /> --- -- -- ---- -- -- ---- -- -- -----------.---- - ___._____ M AX. W,S. = 469,0 surface should be disturbed by scarification. Do not scarify with in drip line o (� I
<br /> ._ of existing trees to be retained. Z
<br /> ; - � Within Stormwater Drainage System locations or �andscaped Areas (10 W j
<br /> ' - � percent organic content� - Place and rototill 3 inches of composted !
<br /> ' material into 5 inches of soil (a tota( depth of about 9.5 inches, for a '
<br /> ' � � settled depth of 8 inches). As noted previously, subsoils below this layer � ,
<br /> , N i� z should be scarified at least 4 inches, for a finished minimum depth of 12
<br /> ', � � � inches of uncompacted soii. Rake beds to smooth and remove rocks �
<br /> , O . larger than 2 inches diameter. Mulch areas with 2 inches of organic
<br /> , mulch. � a-
<br /> ' _ ____.__ _____._„___ __�_!_ ______________ ____ ____ Within Lawn Areas (5 percent organic content� - Place and rototill 1,75 � _
<br /> O � � � �
<br /> inches of composted material into 6.25 inches of soil (a total amended 0 Z
<br /> , BOTT. OF VLT = 460.25 VAULT .OUTLET depth of about 9.5 inches, for a settled depth of 8 inches�, As no'ted � �
<br /> ', IE = 460.75 previously, subsoils below this layer should be scarified at least 4 inches, t > C � O f--
<br /> g 2 for a finished minimum depth of 12 inches of uncompacted soil. Water or �'� G -� ~ Q �
<br /> ' V A U L 7. S E C T��N A-A roll to compact soil to 85 percent of maximum. Rake to level, and � � W o
<br /> remove surface woody debris and rocks larger than 1 inch in diameter W o � Z �n =
<br /> , o _ O W �
<br /> OPTION 2 � _ � � � -a
<br /> If placed topsoil plus compost or other organic material will amount to � U z �
<br /> � less than 12 inehes: scarify or till subgrade to depth needed to achieve � z � � � �
<br /> ' � 12 inches of loosened soil after topsoil and amendment are placed. Entire � � - �
<br /> W � _ �
<br /> FG=471.6-472.6± en surface should be disturbed by scarification. Do not scarify within drip line � � � a
<br /> � � � � � � � : � � � J of existing trees to be retained. = 0 Z O
<br /> \///// //// // //// / /// / / //// // /// / // /////// // // / � Stockpile and cover soil with weed barrier material that sheds moisture � �
<br /> TOP OF VAULT=471.5± � � yet allows air transmission, in approved location, prior to grading. � � z
<br /> I > Re lace stock iled to soil rior to lantin . O U � °O
<br /> -- -- -.----- _-.--o �____ MAX. W,S. = 469.0 Wit�hin Stormwater Drainage Systemplocations or Landscaped Areas (10 � � � N
<br /> percent organic content) - Place and rototill 3 inches of composted O
<br /> " � material into 5 inches of replaced soil (a total depth of about 9.5 inches,
<br /> � O o for a settled depth of 8 inches). Subsoils below this layer should be z
<br /> ' scarified at least 4 inches, for a finished minimum depth of 12 inches of
<br /> • � 0 10 20 T� �� '�'"�'� � � ��� � uncompacted soil. Rake beds to smooth and remove rocks larger than 2
<br /> N ����� �.��� �� ��� ��°"'� ��� , inches in diameter. Mulch areas with 2 inches of or anic mulch or
<br /> � � HORIZONTAL SCALE �= ��--- - � � stockpiled duff. g PROJ.NO. DSN.BY:
<br /> VAULT OUTLET �'` ,�„�-�'� � /= - ,�.� �` 13-0609 JMS
<br /> �� i �� __._.- i
<br /> � IE = 460.75 �t��tc sE uic� " p k � '�-.. Within Lawn Areas (5 percent organic content) - Place and rototill 1.75
<br /> F�.1��.�� t���FiKS inches of composted material into 6.25 inches of replaced soil (a total oATE:
<br /> � ��'A��"^xu'��� i amended depth of about 9.5 inches, for a settled depth of 8 inches), 6/12/13
<br /> -- ----5% (TYP.) --- ------- u�rt�.�y ��
<br /> _..__ ____,_„_ ___.__,__ _.___�_ � .- n � ir- �� � Subsoils below this layer should be scarified at least 4 inches, for a
<br /> ..�, -�rK� �"" a�ic �ao�.ts c�r�f is r���akit��a� �r�ivr�i finished minimum depth of 12 inches of uncompocted soil. Water or roll to SCALE: ��� - 20� I
<br /> 7" STr�r�'T1CdG ANY G�YNSTf;Ui;f1K')td C?�3 '1�H1�� -
<br /> ; - 18.17' 18.17� 460.25 ' c►TY EivGiN€E� � compact soil to 85 percent of maximum. Rake to level, c�nd remove
<br /> PHD.i�CT. A/'PRUVAL FON rr�t� ��ca��ct « surface wood debris and rocks lar er than 1 inch in diameter. oRaw�N�No.
<br /> Gf7t�C�iT1ONAL PER CURREhJ.7 S'F�qtViJAFifl� y g
<br /> ��� �x���� ;l , ,_s u��_��� ����.r:� 10 oF 10
<br /> �oi�. cc�ra�rrjuc;tto� ..t;n� ����a i��u�ra ,
<br /> � � VAULT SECTION B-B � �
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