_ . ._ _________
<br /> N.E. 1;4, S.E. 1/4, SEC710N 18, TOWNSHIP 2B N�RTH, RANGE 5 EAST, W.M.
<br /> s � � � �
<br /> �,, wuWw
<br /> � z � � z
<br /> Kl � �
<br /> �.� z �
<br /> � � w
<br /> � �� � � aZ
<br /> _ �v mu � °
<br /> �' � �'-�s �� �� �,�' C� o z �� � W
<br /> , �o�� � ��,�°���� � �°� '� � � � J � �
<br /> �� �' �' ,-_ � u� z
<br /> /��F��'� � ����� � '� � ��� Drawing has been prepare�. in part � ��� �E �„�� � � °�` a
<br /> � G J
<br /> c � ,�`�/ /� infOrmation providec; by others. Thr,t fF, � � � m � �
<br /> ,�� w� �/ iformation and tt�is dru;vir.g are base;i c� ,,- 4 L� � �
<br /> , , , .
<br /> �labte information, no presu��;ption shou!d . O a o � a �
<br /> �, .�j� � /
<br /> ��, ; ', `,. . ;:_gardin the drawing's accuracy. ; � ��-'s'
<br /> f f �� �; ,{�,�Vv�.� p �rn� v -tr-
<br /> � ; � f �,��--' 10-�1-1� � � Q ��; y o s o 0
<br /> S N N N N
<br /> i, ; �,� �, :e c� 8 Y D a t e � r �_�'� `� N a �
<br /> N � '' � �`� � � � � C� '� � z�' � �� � � � :
<br /> � ,� �, :� � Permit lnspector , ���•�
<br /> '��;� � i }
<br /> Pr�nt Name&Ti#le �.
<br /> � _.- � , . ___�� � �
<br /> � � �..�;�� r� �, ,� / � __ �' � ��'��° REVISIONS
<br /> ,
<br /> , � �
<br /> � . . �� � ���E � o
<br /> � ,.� ,
<br /> SCALE: t" = 30' ti- . �f.,"F � _� r,/r � ` _ STA:1',+$G.O, �J'R �, `J�'�
<br /> ,�, rI �., � �� CD E TYPC A � , d ���c,y 3 �
<br /> 0 1 s� ao� sa� �f��f / � �� � � /�STA:17+'S.70 C R CB � T rPE A _�'� > ' , �
<br /> �n �n v o1 0
<br /> � �STA:16+35.7 0'R �����'�� �
<br /> ' ' ' CY �'S��L� �' �� t`
<br /> i � o� c� o� o� w
<br /> ` �'�_ ;''�' , '/ I� r� � � z� aa
<br /> : v , >' _
<br /> � �
<br /> �;, ,� �;� , f ; w5zj.�u. �_ '1 r--STORt��fLTER VORTH 5X12' GRA(tU � W � c*� �
<br /> ` `� ,� �� ; � t _ >2E�0� �'`�� j� 5TA 16+2 I� �f'<f'�f''�f' ...�
<br /> ` ,� / / ' HP5266J vn - - H?,� 7 ' .3 4.0'R HAT�H PER C� � o z
<br /> ,� ,. ,..
<br /> , �� ,�
<br /> •" y� , � ;/ � ;� - -T-- �y,k . --�� ,. �- '�- ri='�2s.�� 3 Y'AULT INLET N�R111 STRUGTURAL PLANS o 0 0 0 o T" �"'
<br /> „
<br /> �.?,� E '� ; CB 8 TYF'E A _� �;;� , i%,; rl_,_8 �y F �2&30 � - ` �` �STA i 6�07.25 13.75'R � � �
<br /> � , �. / / , j . . ; 6.� - _-. ___���'- ' ;�= � � c-t c�t 1�t N � -�_
<br /> ', ; ,' �'`,_ � / / STA:18+23.50, 0`R , .�� J � � � ` r / �`"+ c:a 52c.t5 `� \�\\ W
<br /> � � a ��`� �� � ,�� f; �` J" ,.-----� ,J - �E�26.,.Q '!��. �9 Nl �" �/1 N"1 � "�.' E-� (17 L�
<br /> U ��.--� '> 'i_ � •' ' FG��il0
<br /> �-:J ,� y J '� , � � �_- �, i �--:a ���2c.� r-t N � x � o '�.
<br /> ' � :;�y{ � 'ci, . ,: , ,� /� �' l J.--�� FG52G.60. Fu5't6.?6 �r �5i�-�` �` __ , �Q�\\ C� G� � G-.
<br /> / j � , , .„�; ,�, "-,'_.-�- � - ----r.r \,� _yi` � r�' o,��„ FF � �'� �'_f`�s � CONTROL 5` Cy O� .9 �1 d'
<br /> � � ' HP 525 60� �I -
<br /> _.r . ,�, ., ; \, � �� '� _ _ � - � D L�..KING L!�
<br /> � _ '' P�JATE
<br /> \ _ ` _ � - ` RUCTURF B 13
<br /> � , �� ' , , , ��T E A WITH SOLJ
<br /> - _ �� '" � Q000
<br /> . � r ,,, �,' ,� �1 _ _ *$y '�`�.. _ PIPE TA 2+33
<br /> � � ��,�� �--:? s �4 2�.es � `ir- r r 48�' TYPE=II B�TTOM �
<br /> , _ _
<br /> ' /��r�� � , ,� ' ' � ,, � rJ :;�\-1,`�� k�� �� - -- .. 5 SUMP . . �
<br /> � � � � �` CB 9 T A q� �� � -� � , � ' � � �� � ��2'��. ` � -INSt�F i�Ul T A" � RE• 518 3
<br /> '�' � '��-� � �` �'` YPE . -� _' ��c� �`� � � " `� �,. � OUTLET, 515.3 / ;,��' IE. 513.8 �
<br /> � /' STA:1$+76.40, 0 R ,f ���2 FG526.ss_..-- / � � -�.� F�'�^°^� _ � � � W
<br /> � A !/�,�l j -`j~ Yki;y\ . 8` CO E.fip 1`` Fr_,5�c_�.-�1 � .. \. `� � _ � �
<br /> .�� � '� `� \,%/ k` . ' F ;a '`�. ,, �i WSDOT FEt�CE �ROSSItiG: �-' �;
<br /> ' . ,�'" -= ���;. �, ' / , , i � ALL WORK SHAI1 BE bONF
<br /> _ � F '
<br /> ,; '.�� . f {_Oj � ,I FGo263t� � � ,,._ _ . �_..- � �r.4, , � UNDER I � �
<br /> � , _ ,r�26.fiG ��,� F;44F .,, -- a�26.6'c'� � , y . f - - e.�.�
<br /> ,-' -� ;/ ;•� \ r� ORAlN (TYP) . . _ _.._�.-�--___ , ,."�. \ ', / THE "(ISTWG WSDOT ROW =ENCE / � W
<br /> �/ � �• , �_ ;'r/ ':�j ��� � ?=5^s.:� (TYP) ,. A,, --f , � �r ��.: O�`� �rrr-'"� y ��'� �V�JFITIAC7 �V1TF-C UT�COMPROMI D£�C ' / /'`' '. � . � �n
<br /> f' r � C'G S2fi66 " �a I , ,^ � N
<br /> r � a� C �- `-.� `` � � r - � � N
<br /> . . m
<br /> v , i f -` �-� .% � , a '�.i �. ; `'� - �,sj� ' , j � r�
<br /> r.
<br /> -� r �� � r ... -�;�F�r .,�,/ , , 1 . . - ,. . � ' p `T
<br /> ;
<br /> '� ' ^ _ ti
<br /> ' HP�R6S0 ,' �l . / /� ��j � `� r � C.> h
<br /> � �
<br /> ,
<br /> �_ � � : .
<br /> `�,, f ��
<br /> �,
<br /> `,� 1
<br /> .
<br /> � � -, �' _._-__�', ; �,� ! �`a'\ F7 .'�.� ' �"'`,/ `�'`*. f? 1'��` .r� e'� �`� � � r���� 1i ' � \- . - � ��.i}! �I' • /'r � � � � � �
<br /> tI ,: , ,�
<br /> .. /
<br /> _ .
<br /> � �
<br /> f � \ �� � P i '` / � `!�! r �'', �,, ��� \. ,. / _ rLQ� R � � -� \ �` r � E►1
<br /> . � ' ;-
<br /> �
<br /> , 4`
<br /> % , � � s
<br /> �
<br /> �' j � '` .'f 'J•'� \ / �., r.,� ��, J � �� �s ' � ..`j/� � / S � t r � � 4J �1' M O -�
<br /> �r` f t --r�� /f \ ,c� +! �'`•� i' �'� �� f .^t ,x`� 9 �. f.y�� 7� [1-17'�° �F6 526.6i ��` =�T ,`7C�.'�,,. `x •'` � r �` eC'-a Q at Ct lD -
<br /> � : �. � . ' 1 , _.
<br /> ' � ,�`�� ! '� . -� , `� `` � X �. f 'a. �/ �G• ---�\,' ` S y . O r. m
<br /> � � � � � � �if H >?6.69 FG"2E.6� ,} � r � ,l � ft / \ � �' '�� �u. 1 ` �._ r 1 9� ;" � /�: � � � `. �
<br /> ,' j� � i � � 1� :� � . � ^�``� , ���7 ! . .t -�-�. �
<br /> � / J 7' , � � � � � � � / ,..,
<br /> . _ `, '
<br /> � , " p , :-_`_ ,' `;�,, �` ;t�., ' M`�".�.� '`'`�.. , ` ,{� , ; , - --.M � I�� 1� Z � Q � N k �
<br /> . , � �,.. � ! / TL , �
<br /> �•�,. �,^ , // CB 10 T"PE A_, ; � �?. ,'� >� ' ,% '�. '` � ' ', / -p,1N"' F"._�.`.,� i C � 1 � '_, , ~J C ~ �� f` 1 1 � v� �--i � �.. �.,_ c
<br /> a„h rfi, 8��z"cF� s,?s� �,9 , �p� �.. , ' + � m a p .
<br /> ,. ��, � �!! STA.19+5e,4 0'R t`°"_, Fo sze'�s A �, �, `�.,' ```� / �j'� ^m R��` V1.1� j �,c� -:Sas?a �,R�� 2 j � � �
<br /> .
<br /> -' � �-..1 � • , ._._._ �,,.� t` �'•. `�- 6 �-�e,G t ,� � t���li� --�`�jc 24 � . �i
<br /> -�' ' .,`� , ; � , j / \' � ' ' �l r -/ 3''. ; ` ROPOSED STOF��1 "'
<br /> ' �� � '�
<br /> , �( /f PRQPOSED _�,_�. �rss..�. � , ` �8 ., 9'�' �,, ; � / P z,, �n c x
<br /> ,
<br /> �.. ,/ ' , ' '�js, /. , -�-� ' I ; ',1 `�_ , l'1 i
<br /> \ � r � 1 i/��`,- `.� � � _,� 1E.` VAV �C SYP��G 2�Bb f i �� � - _„ z
<br /> �. `��� 't� ,�. �, 'I STURAGE yHo��_ ( 2 EASEt,�Era � oc oc
<br /> � �. \� � r r W, � �,r�'� FACILITY � ��, fG�t�.Eh,i: , ` , � , ~,- ` � '' � 10' WIDE x 20:,'k LCNG `� Q z � x
<br /> \. / G� � PG�2 �1G � �. �'Y Mp„ � , � ' �_.� -���5t
<br /> � �� , � � �, � � �
<br /> l �� '`,� / ��,��`j�� � � � �� � / \,, , .r ,�'�`� FF 526.7Q �✓ �''y � l , , ,,', 2 � \` �, �. �f .�"WSDOT �/ s� �u � � .
<br /> / � . �- r; ' � ,'. � ,� � t / GE�2�,E�/ i �� �- <L �
<br /> - / � � frC' -,- 4 ," REC2G.15 ` a `t �,,"�..�r `v�" {xs(' t ��.- �� ', '�-; ',� !''' EK CB TYPE 1 � � s� �
<br /> % �`C/ ti F����.2 ,� � ��,, � - � s� '� `�. • x
<br /> ,% ,
<br /> i /� ,-�a / � � � �,� __ �;� � �, -,y `":..� -� „` �, - �,,-� `n t ' � ,c3 ` `" �- / PIPE STR 4.32.13 � � � �
<br /> � . ..
<br /> ,
<br /> y
<br /> ,� � _�� �� �. °.
<br /> ✓ = �
<br /> ; � � � .. r ; �_s�� , : . � �:. /` � �J � � � RA��NF ` \ � :� M�EaosT s2 � � � z
<br /> �
<br /> a>. �>_ .� < < ,� .� , �
<br /> . �� , ti � . _ �T
<br /> ,� � � : - .,-Q Fc�zs.� ;t. , �� � ,,�,�..-� ;� � 5� , `, � • :,�,�, `, , �- , z
<br /> / ... � E 474
<br /> , "�y �,
<br /> �
<br /> � ,,�_ � f i 7 " � / � f'� !�----�2663 ,3'r. ��(�,� �'``.� ti. f�� � r'jp °�o S t FG�_ 25,E$�`�i\ 4 `i �'�' " kl�: 4�J1. 4 U ?
<br /> � �vX � � � f _ .r� � •,/6 � � �, / -�r �" p.5� - , ` ` �� � �`ti � 6 2 '-u �
<br /> .
<br /> : ;
<br /> `�i � '`! %/ � ��`_r %� � � { �� `;�� .,\ �`- `. ( - �--t :� 3 ; I�' 4/i.6 -� F-
<br /> ,
<br /> _ , , ,
<br /> '�Z
<br /> �
<br /> � , 8 �
<br /> ; ; -
<br /> . , � ' .�� ,� v � ;� ,�� -- t ,Ci II l�J 6 � '�� � �� 1=: 471.5 � D
<br /> � / - �. �, ,�, \ ---s� \� 20+00 -� � '' � ,� �� _ � � � '� � � t C.NS.. �?ROPEP,T LIVE 1 U �
<br /> �
<br /> _ �
<br /> , �
<br /> , � . _�-
<br /> .� � Y
<br /> '�.. - - _ ` �" � ' ` `' � ; �
<br /> � � ,1 � � � � / �R C'ESS W
<br /> �,� � . � ,ti `' _ ..* 52c.Gi � �- ' _ - / IMITEQ QC . . . , �� � _,
<br /> ;
<br /> '� '� `` � `' �' =-_� �` ''�� � ' �' '� ` �Y�� � �i � f�fi 26.36 � � / � `-u
<br /> 1 TYP �: .
<br /> _ � � . i
<br /> ,�. <�,;; ,: ; � `.��_�� !�' � , . P,WNlNGS 'RCCF '� � 'ti � � � �.. 6"so R00 /, i."�, � W I�INE) ( (�, , W Q �
<br /> . �' ° 526.60 > !� FG 52&.fi6 . � �+r /1 '
<br /> � ,�"� l L � DRAiN ,' K /r VAI,LT FACE TO ', � l � � � � o
<br /> , :, _
<br /> �
<br /> ' � <' " 'i }� \ !{•�-`� (TYP) �� 'J PRC�PERTY LINE ;
<br /> ; _ ` I � .�, c,� � �
<br /> , .�� ,' I
<br /> ' f \ \, , . • ��=^^ r �y�G"2E A5 / ' `\��' /`�"`: -- fG 526.a6 1 , � rG���;.�c - �%j�� �_" � TQa tNAI.PER � �r 2
<br /> \ � V
<br /> i� r` � � � .�.�-+ -� HP S'1.� x`y ..� ;----.--'"' � � s C'\ �r' ,-` � ' �STR�1�l EVG 1� ' I � W �
<br /> ., .
<br /> � �
<br /> 3 �
<br /> ; , �-�'y- / �+
<br /> '/!� � �� , �..� i �+r`�/ V t`�'�/� /�\ FL 7[:i�� /�� „ `�-, _'rf � .� �7� 1 I ,,'�„
<br /> � . -
<br /> . . . / ~
<br /> ; h �.' ,��r.�.�„� � 'U Rr h ,(V 4 .r� � / ��` �J26 9� ' , F rJ �N �
<br /> ,
<br /> t _
<br /> « . .�
<br /> � F
<br /> `� ,{ , , .� _ _..�--�r----"; .��c2. 30 � �nT a'�A � � � �
<br /> , �
<br /> , � _ �3 _ V
<br /> ,_ , , E" , - -i
<br /> , � t. ,
<br /> i ' � - _ _ - � p �
<br /> . - f
<br /> ., , � , -i`� ,o
<br /> � � , _.___ _ _
<br /> �� . . CB t TYPE A__,/ P ,� _..
<br /> �.,. '��.. •' Y -,� /� '�-.-, FG5�S.�fl ,,.,..- a'� ,�,�.,4 � j� % 1 ,
<br /> ;
<br /> _� _ -� � .,; �; Fc�Zs. r� :..:�==^' _�-�''"�� _ - ', � ,,
<br /> -==`�-- , ` 2 N � �
<br /> �EX CB `�`,.; STA:1 i��30, 0'R � ��j/ ° �� f�� � - " f�C s<Go� ���''� � `� - � �-` � � � � � � � ��
<br /> , _
<br /> _ � _ ,
<br /> , ,
<br /> � q
<br /> .. /
<br /> __ 1 t , \ �y.-
<br /> , � `�
<br /> ,
<br /> � . Ct \ ��,�.+ __ - �} �
<br /> .�
<br /> -``\ �'��, -� �..-.x.`.I `^�J�69C \�•,�� � �\ �.,J+�i3��� . .1 _ f'itv[kJ.�/ �.r' _ ��� . .
<br /> '
<br /> Y �-
<br /> �
<br /> � �.
<br /> � � � �r
<br /> �. -._ . � __� ._ . , .
<br /> LEGEND , ��3 '��,__ ,=�,.,, ;' _�+J�_ _ ��, / ,� -- � -� --- �r;i�:,� , +'�
<br /> .. � Y f
<br /> _ , 1' , ` � , -
<br /> _
<br /> ;J ; . --
<br /> , , li, , _,,.
<br /> ,��(,, � 5�6 .a
<br /> J � , �!�' +t^#�r. HP =y: .,� �;E��' �'�,�P�fi_;�'-�_ "ti' $�\. _ L��� � ,n �,�,r�...= i; _Y "�--. :�5268 / 1,'
<br /> ��' t� FG �5 ,� �C.._ �
<br /> r �" �_ � t
<br /> � , /
<br /> � EX. SAhI-AFY SEWER tuiANNG�E � � . ' ` '` - � I
<br /> � .�1� ."k __ �,,,."� � /.. ..y� .--Z-nii .r ��,•�- L
<br /> � �
<br /> '`J `.t_�� ...�, � �i � .. � F��S2f,�9_;� .�i, � iti �.� � �x ��
<br /> ,� '__ ce iA rrPE A_ � I "'`C `�f__`" ,. K}. �. �8 � -..��--.'"' _� .- i ��,f� ,,
<br /> , ._ �--
<br /> _
<br /> DRA�N C�TCH BA51N ' _ - '~ " �� =°='�`_ + ___�.+ �"��
<br /> � ��
<br /> � ', \
<br /> Fa 52b.� � � '
<br /> `
<br /> � I
<br /> _ �<
<br /> EX. STORM
<br /> � `��.,,, �''--_ STA:11+91�, ��R `__ I -.�� -.,;� � . � � iV��536.7 -��14 ` - , � � �," ,
<br /> � � z ���.�.�;�� 1
<br /> � EX CB � r i
<br /> . ____ �, `. '+- �„�'�"..� . E Y _ p � F t � , .
<br /> r , �� RE 2��`��� � - �.y ;_� ..;:�_.,,` TJi526.7 ?W52fi.� C51"3 ,�' i, ��y����+4' "` ' � .�'
<br /> __.._.. � � GHP52o.�h
<br /> __._ " \
<br /> , _
<br /> -�- EX. POWER PO�E -- __ _ ._ ��.. � G5�et EGoi6._ �
<br /> � 5
<br /> E �_ � �
<br /> , -- . �
<br /> GUY WIRE , �.1� /� , 1�.,��� :`��F,_ _ -� �.�� �rG E2C.5 I �, ,�
<br /> \ f�
<br /> � \ E � ��
<br /> -� � r,ssy,� t;;5��.� - / � � , ,��
<br /> , �
<br /> Ek. SANI7ARY S�WER LINE i ' �' � `��`�•' `l Q ! i' / LC8 � TYF'E A �--EX. SSMH VAU�T iNLET SOUTH � / ` �� �
<br /> � / �-EX CB . � hG i26,� STA:13+80, a R j � ,` ' , ,.• 5
<br /> I�v 5e5_3i STA 14+75� 11.1,R � �� �,,�,.
<br /> EG 5�.2 � l
<br /> EX. STGRM UNE ,y. . � + `•�:} ' j '��� �-zlz�i�.a�.�
<br /> y..� ,_ � �STORMFILTER SOUTH � � �
<br /> EX. WATER UNE � STA 14+68.3, 4.2'R
<br /> C8 2 TYpE A ('ROP=RTY L'hE
<br /> STA:12+87, �'R I_CB 4 TYPE A ��(Liu!TEJ ACCESS ROW LINE) '
<br /> � FROP. GATCH BASIN STA::4+64, 0'R `�
<br /> ,
<br /> � �. _,. � �., �
<br /> � � � �
<br /> Z M �
<br /> STORM DRAINAGE NQTES i
<br /> a 'O J
<br /> WSDOT RIGHT OF WAY NOTE: UNDERGROUND UTILITY NOTE � N � (�
<br /> ClTY OF EVERETT REQUIRED NOTES FOR STO�N1 ORAINAGE PL/INS: ^ 1. ROVrf FENCE: ALL WORK SHALL BE DQNE UU�ER THE EX. UNDERGROUND UTI�ITY LOCATICNS SH�WN NE�CEON ARE
<br /> 1. NU NAk f UI� [HE ORAINAGE SYSTEM SHA�L BE COVEREU. GCNCEALED OR PUT INTO USE UNTIL IT HAS B. CATCH BASIN 4�FFSETS ARE MEASURED TO �EN�R OF GR�TE.
<br /> BEEN IN5PEGTED, TESTEO, ANC� ACC�PTEC BY �IiE CITY OF �VERETT. EXISTING WS�OT ROW FENCE WHICH SF-ALL REMAIN BASED UPON SURFACE IN[71CATURS. N�J UNDERGROUND � � �
<br /> 8. ALL C;A1�CH BASINS SHALL BE TYF'E A PER C.O.E. STANDARO DWG 402, EXCEPT A5 OTFiERWiSE Nt�TED. STANDINC INTACT WiTH0U7 CONP40�AISE. LOCATE SERVICE WA.S UFIUZED FOR THEIR LOCATIbN. TM-�E �
<br /> USE GF THIS MAP FGR THEiR EXACT LOCATIOM {5 hGT �` J � � 3
<br /> �. ALL WORK AND MATERiAL �-IALI GCNFO�bt TO T11C CiT'f OF GVER[TT S`ANCARDS ANp STANDARD 2. ALL W4RK Wi"rHIN WSDOT ROYV SHALL BE IN ACCQRDANCE 'WARRANTED. PRIOR T�� CONSTRUCTION, I:SER SHOULD CAII � W � � a
<br /> SPECIFiCATIONS OF WSDCTjAPWA. 10. Al.t CATCH flASINS NflTH A DEPTH OVER 5A FEET TO THE FLOW JNE SHALL BE A TYRE II CB UR TO THE 2d13 VJSf`OT ROAD5IDE PdLICY �1.ANUAL (HE UTILITY LOCATE SERVICE P.T t-SQQ-424-�.555. T'NO = �
<br /> LARGER (MA�H�LE).
<br /> 3. APP�OYIMATE LGCAT'CNS OF EXIS7ING UTILITIES HAVE BEEN �3TAlNED fROM AVAI�4BLE RE�ORDS At�C BUSINESS DAYS BEFORE CpNSTRUCTICN. � � � �
<br /> ARE SHOWN FOR CON`JENIEhlCE. THE CDNTP.ACTOR SHALI BE RESPONSIBLE FOR V,RiFIGATION �F 11. ?HE COVTRACTCR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE, INLET AND CATCH BASlt� 3� CaNVEYANCE RQUTF HAS BEEN SEL�CTEO T� MiNIMIZE �"-
<br /> LaCAT10NS /�ND TO AVUID DAMAGE 70 AN" ADDlT10NAL UTI�TIE5 SHOWN. IF CJNFUCTS W1Th EXISTING �f�3.7�fE:" Ai+iO C�Ri�lt.? t�` GRADb Jl:Si PRi;�� Tt1 F't�!.lRli�''t: ^iJiiSS �.iVi� P,�;1�i�l�. IMPACT TO EXISTING TREES PER A�BORIST � ►��` Y
<br /> UTI�ITIES ARISE DURINv CONS?RUCTION. THE GONTRACTOR SHALL NOTIF`` THE PUBLIC WORKS REC�J�AMENDATIONS. � W � �
<br /> Ir1SFECTOR AND ANY CHAr�GES REQUIRED SHAC.� BE A.PPROVED BY THE CITY ENG�NEER PRiOR Tp 13. CATCH BA51N FRAME AND GRATE SHALL BE OLYMPIC FGUNDRY A�ODEL 5435, LOCKING TYPE OR 3. ECNJIPt�ENT USEd ON WSDOT SL�PES SHAL'_ BE AS SMALL � �
<br /> C�MMtNL.�MtN I OF KELAT=U GUNSTKU�:TIUN UN THE PkOJECT. EQUkL. STAVQARD GRP,TEj 5HALL Bf USED UNLESS SPECIFIED UTHERYI(ISE. p,S iS PRACTICABLE. O � �
<br /> _ , . - .-- ., N.A.V.D. 88 ` Q o
<br /> 4. Atl STORM SYSTEMS WITHIP� T-iE PUBLIC RIGHT-Gt=-WAY OR IN EASEt�ENTS MUSi E3t 51P.KtD BY 1.i. uPJL��� U rttr�rilSL iv�Ic�, r�LL ��vKiN ScWkn NIPE SNniL cSE LGr.h�Ui,A1Ef7 �GLYETNYLtNt i'IrE: CtiE 4. DISTURBED SOI�.S CN W570T PRQPE�TIES ARE Sl3BJECT TO DATUM N.A.V.�, $5-3.64' = N.G.V,C. 29 � r �
<br /> c,y�p�� Fn(� i_i�F qn�n (^apnc nR�nR ?r�, cTqaT�t�r �!1NSTR!,lCT�nN MATERIAL S!lPPLlED UNCER THIS 5PECIFICATI4N SHAL� BE HICM-DENSiTY C4RRUCATED POLYET-IYI.ENE a ORIGINAL SNOHnMiSH COUNTY �QINT 10 #1911, POINT NA�AE IS3136: 2" � �
<br /> SMOU IN iN ItKIC:K i'i!'E ANU Sf-AIL BE MANUFACTURED IN CUNFORM(TY WITN THE LATEST AASHTO IESC MAN,4GE�IENT PER THIS LAN SET AN� SHALL BE / n �
<br /> F � � SPECIFICATIONS GR M 29� TYPE S AND THE MkTERIAL COPdi'OUND SHA�L CONFORVI TO AASHT� M PERMAN�NTLY STA6ILIZED PER 'NSDOT NC�7ES ON 5HEET IRON PiPE W/ OI'.A:)J DirFt W/tACK. dOWN 1.1�' IN CA�C 4-
<br /> ,,. AI�L CA7CH BASfy GRATES �AU�T EE STENClIED QR �TAMPED 'UUfwP ND WA�IE,DRAt+l6 70 gTfi�AMl LAIC� C4.3 IN 7HiS P�ANSET. ELEV. = A4Z.E2' � �'�'
<br /> qVEft,pl,iC��T 90U�[?,C�R M/ETLAhD."CHOOSE A?PROPRIATE FEATURE FOR THE PROJEGT. ?94. COIJPI FRS SHAI_L COVER NDT LE55 iHAN ONE F ULL CURRUGAIION ON EACH ANNULAR SECTION x
<br /> [� a
<br /> OF PIPE AN3 PASS TH� WSDOT 57ANDAP,D SPECIFICATICN SECTtON 7-04.3(4)D LOW' PRESSURE AIR TBM - A: FND. RAILftOAp SPIKE IN R�ADSiDE POWER PCL= J
<br /> �a��t��urv�,� ;dOTCS. }EST FOR STORI� SEalERS.
<br /> WJTRAMSFC�'MER APJD LIGhT tN/IJNDERGR(7t;NC�. �1$ =FE7 C9
<br /> E. ALL PIPE SHAI.i. BE P�ACEC ON STABLE EARTFi, OP, IF IN 1'f-1E (7PINICN OF YHE INSPECTOR THE SOU'i-IWEST QF CCRhlE� OF PROP�RTY ON TNE EAST SIDE OF �
<br /> EXISTINC �OUNDATION IS UNSATISFACTOR", Tl-iEN iT SHJ�LL BE EXCAVATED BELOW GRADE AND 14. CAIVAMZED STEEL PIPE SNALL HAVE TYPE 1 ASPHALT C�ATING. ALU�AINIZED PIPE DOES NQT R�QUIRE i5ft 99) S. BRCAUWAY.
<br /> ELEV. = 528.9q' �
<br /> l3ACK-FI�LEU WITM A URAVEL MATEKIAL TG SUPPORT ?t1E PIPE. CUATING.
<br /> TBM - B: "+� PUNCH aN 7HE SOUiFiWESTtRLY COR'dER OF I.IGHT PU�E �
<br /> i. iHF BHC;K F LL SHALL BE PLACED EUUALL'! ON BOTH SIGES GF THE PIPE IN �AYERS WITH A L.00SE 45. STORM W'ATER RETENTIJNfDElENTICN FACfLiTIES, STORkA DRAfNAGE PIPE ANn CATCH BASINS SHALL BE t35 NQRTH 0= hJORTHK'EST CORNER OF PROPERTY. �
<br /> AVERAGE CEPTH OF 6", MAKIMUM DEPTH 8"-9", THOROUGHLY STAMPING EACH �AYER. THESE FLUSHED AND C�EANED PRIOR TO CITY OF EVERETT PUBLIC WORKS ACCEP7ANCE. ELEV_ = 527.21'
<br /> COMPACTED I�AYERS I�I:ST EXTEND FOR ONE DIAME7ER ON EACH SIJE OF THE PIPE OR TO "HE SDE �
<br /> OF THE 7RENCH. MATERIALS TO COMPLET� 7HIS FILL OVER FIPE SHA�L 6E THE SAME AS OESCR BED� + T
<br /> {REFER TO WSDQT STANDARC S?ECfrICATi0N5 7 04.3(3) ANp � 63.2(14,1C, METHOD 8 & C). /� (� �
<br /> GALL TW4 BUSfNESS �
<br /> ' 'T ■ V �
<br /> DAYS BEFORE YOU DIG ,�„�ats��w�w. �
<br /> i-sva-�24-5555 ����'��°���9. �` J
<br /> �
<br /> W
<br /> �
<br /> x
<br /> VHI'ttDl.t;,1fCG WORK C0l'YRtCJ+rQ 2U�3 F3Y NARu�EM 3:4S5'OCt,47E'S iVC
<br />
|