Laserfiche WebLink
SEE SHEET PVC11 <br /> LEGEND: <br /> A C D F � H i J �C L � �l � � C� � �f lJ V W �C ` Y D <br /> �---�-- ---- -T----'y L . -------�- ' \ ' ' � . � � . � � . a � 4 � � . �� a . ° � CONCRETE PAVEMENT 10 INCHES THICK. <br /> ----- <br /> y ----- � �.._ a � z o a <br /> � i i i 1 _ � ' . � . \ ' a. �°. _ • s '�° --,., <br /> L __ _____- ____ _- -T_-_-_-___-_ �--'_-_ ____�____ _ F.._____ ___--_. . • <br /> � � � � � � �- � � , , � � �. TS02 <br /> � � `� � � � � � ; � ' ; ; � � ; �; �� ; ;' i � ; i ; i `�� ; i ' ; � ` � a � SEE PH03 FOR 3�-DAY MIX AREAS <br /> � ._ � , � � � �� , � , � � � � � �.. � � � � � �-�.., � � �, � � <br /> .� � � � � � � � � � � � � � � , � �--��_� '�, <br /> k <br /> 6 p � i � i i i � i i i i i i � i � i `�, i i i i t -."��..� i i <br /> � c � �'`� � i� i i i i i � i � t i i \ i � i "�•.._ i i i i �"'� i i i <br /> U � • i � i i i i � i i i � i i i i . <br /> i i i i t i i i <br /> � `'"'� � i i \ i i i i � i � i i '�i i 1 i i ��'i•�.,, i ��``��. i i i i ~ i �t, • • <br /> - � � � <br /> � - �'' �� __- _;____ --�� i � ; � �+ � ' � ' '� ' �°� � � � ��'�� � 1�` = � � � �`�� ___� �'� � � CONCRETE PAVEMENT 8 INCHES THICK <br /> ----� ---- , , <br /> m _F_ _ _. _-_-______ _ _ F__-__-_____ ____ ____ __________�_ __________ _ ______-_ _-_-_____- _ • <br /> --_--____� ______:-.�_-__i i <br /> �, �i p a r---------- i.� i- �- �-- T-� 1- -F,y- �k,-�---------�- ,, i-------- -----i----------- ---------`+-----<.. -h------ . <br /> � I . a ' � � . � � � �,�;� p� � TS02 <br /> �� � `''� i i i i i � i i i i `'�. i �...I,.., . i i i i Q. . . . <br /> v o . i � i i U i i i \ i i i <br /> � ' ;` ��� °� . .� �, � � i �` i � ; ! `� i ; ��. ; ��`� ; ;� . �., �i BOUNDA BETWEEN 'i� � <br /> , \ <br /> i � \ .. �.� . . a �v\ i i � i i i `'�w, i ��� i � � i �`.J� i �`' . i`-�.� )f i p i i \ . <br /> � ' 1 � � ' �V " I I '�. I \� I I '�,� I I I ~�O I �t� i <br /> e 9 . . � � I I 1 I I -+�,i ' i +1~�\„ I � V41 <br /> � ! � ��� � � � �. . . � ° �`� � `� ; � �, � `, � `�� � � ' � � � � ASPHALT PAVEMENT <br /> � �� ,, <br /> � <br /> � <br /> 8 10 0 <br /> I . :� q . . I ._I �. I �~` 1 I't `-6, I I 1 �*.., I 1 <br /> __r___ ______ _L_____ ___4 ___________. � '� `�-` �__ ' _________'`b _______ _____'� _ ___ _l�� <br /> i 7T -------- - -+----------- �--------�--�---- ----�-4--------+----------- i--- - -- t T--- + - --+---------- --�;= +------� ------+-----------t <br /> �A � �� � � . . \ . \ ..� 5,�� _____ _ <br /> '"„, I I„`+'_-__'-___I �. . I �,^*.,.4 I '��.`I I �I 1 1 <br /> �� �` \ a . \ \ i r � i �1 i � � � ', i ` i i i r, i i �. <br /> � i i i i � i i i "�., i i�".... ' i i'^ i i <br /> i� i� i i i `^, i � �„ i i i i ��`�., i i i i <br /> � � i l` �\ a i i t i �� i �.,a. i i `� i a i s� i i ~�`^, �' i i �t�`'^.,,, i i <br /> l., i i i � i i i i `y,.i i i � i �i i "�.� ~"*.,i i i i <br /> � � i \ \ , i i �^�, i i i i� i ^. i i t�•,,� i r � i Q v r ♦ � w ♦ <br /> i � i \ i ! \� ' �q � � i �, i `�.,, i i ��� i i ��...,,, i �.,,w i . � . i i '�..� . . i�., i ''�., i i . W ♦ r w v <br /> �,! ~� � � �`---�'�----�--- � ' a � . � � �' �``ti.i ��� ; ; ��.,� ; ! ...���` � �',;.�; a � i o � �`��'-��,� � i `��.. i �~��,�-, � ��r,y����+� LANDSCAPE STORATION <br /> - --- � , <br /> --; - ----- � <br /> • � • •i \ e �. � � . w . . . . . <br /> i \ . •' •� , '. •. � � . . . � a <br /> � � � i �� i � � . A. . '; � \ . -a . ° . � • Q'. .' . •-�. . . . p : \ a D . \'a Q . . ' a'. .v.. ..a .vh\o <br /> `� o q v� RE <br /> �,, � . � � � � � � o o � � <br /> � � ti I I \ .. . . .' V� . 1. a 9 . . . ,Q'-'i_ a Q' \ p:Q '. � ' '�. . . <br /> . i . i \ i; i j , \ � o . v � •� o� :�\ : a .\\ .'o, \ , �o �. \.\�. . �a .\;,o3j ,\ . . .. . v . °v. . . . ',��, . .. a � o .. a . o a.. �'�. . ° ' <br /> o v � <br /> i i i i i • ad v 'a, <br /> , \°. ' D � v .� v a o�'\ . . v. a ��,..,o V' . d. o�� v' •a 0. 9 ' ��,�., . D . 9 .'� O . . . Ov . <br /> '�. <br /> � . � a � �a � ��� , g ° ° � , , ° � .'.`.y� �- ',�� . o . . . a. � ° � '� a � � ~ ,� . a � � CONSTRUCTION/CONT�ACTION JOINT WITH DOWEL BARS <br /> � , . <br /> \ � ; i �y; o a. a � , �,, �� �, e <br /> � � � , <br /> �-�---- �i i �, � ': : 9 ,� . o.. � ' v �. a �, ' .. p v ' '"�,,�` ° a��\�' o , � o �\�l ° �,� � �'' . a °v �� . <br /> I I I , ` O . . v p, ' . p . v. . O � v . \,�1 .v. a � . 0 P \ .' <br /> � _ __J'�_'_____ �! � �.-____'_Y_ a o �� . � ' , °° �' ° �' • • <br /> ------ ��---,---- <br /> , _ <br /> - , <br /> . � <br /> PER WSDOT STD PLAN A 4010 <br /> �, i i 1 � � ' ' �, �` o..\ �o o. �° '.\ �' �l'9���•' �'�°. . '.\.\°9 0. • a `' '� ° �1 �� a .� \A\ e'.,. o .' . .�v., v . a'. � \ o. v �,� <br /> \ . '� <br /> I I \ �. . � � v.. .��' . • ' a Q � . \'. � . .p... .e� �.. . .v � , . Q . a . � 9�. '� .'� ��a'v �� , . '�, . <br /> � ; ; � '� '�o , a `� �� Q � �� � a``.�� �..,..� w . '�\ a .m*`� .. �., *� :. ..a. � $�... � .. � � a . a�� °�. :� , a �. ` � (�, PORTLAND CEMENT CONCR�TE CURB SEE DETAIL 4 <br /> � � � \ � ..d�v . . . \ \ . p . .D "� a ''�a' :o \ ,: . p v�d . '° . . . o a . '+� ' . �¢ D. � Q \' • '. o.' . . �;,.. . ;v a , '`� µd � a� f ) <br /> � � � I � I � ' 0 . : `�:'. , ..�. \ � . ?. \ , � � . . � , .D � �y:. . ,. O "5... . . �.. <br /> � a �" � �4 . . Q•�'�.� \.y.' `� � �.' Q O v. <br /> ^ � i \ � ��o . �,� o. �. . � "• a v �.;.�'p Q ..� v. . 8`��. vv 4 �,'\ ' . a . .•� ' °; ;\.p va. . . a�Q�...�.. � :*�,� 'o ' . v� � . '.o � �o � a�,..Q� � �. a _ o�.�� .� a . ����` � � � � � SHEET PVD05, <br /> � � i \ i � t� \ a. � � ,�u �'`'� a o, v \ • �?\ . �\ • �.'C. . V'. . v ' 4 D `'•R`\ ' D. ,,\ ° ° . . .�` a .•a '. o. �,.'• . o, . <br /> '____'h. �. � _______\�_-_-__� o a v'\ ____ _____-� . .• ' . . \ 1._ ' "1 v a o a a. w,� v ' , � <br /> ��'-------`�-,---- '� s----� � � � a �, . �� R . . �' . . � � � � CONSTRUCTION/CONTRACTION JOINT W/ #5 TIE BARS <br /> \ ` . , . <br /> \ � � \ \ � � a � �4'� .v. _.�`.. . Q �` ' • q � '�.� . � 0��, . v' . . c'. � . <br /> j I \ � � �' y � ' � . ' . vv D. . . . .. p � . <br /> j � I 1 . . .�. �. ' `\.,,v ' o , c.. .. °, v .,,",, 'a v \ a ���`�. � \, �.,���a v . � �'\ <br /> \ } � �. . . • � ��'a • '^� . �\.. o � . .`�',C. o- • \.�. v <br /> I � I , .o\ . . � . . , . .� . ',. : o. v Q � \ . � a , . . . �p a . � v'.� � . ',\• . . . . '\. � f� 11 <br /> � <br /> ; � , � � ; a,�. , � ,� � ,�,,. � .�, o a e.�� � a: :����; ��� . � - ..a �., � �o Qo : �a. � ��� o a .� @ 16 OC. STARTING 15 FROM LATERAL JOINT. <br /> � , <br /> I �\` I � I� a p• ' \ . •Q Q . . . . . , p a D � � . a <br /> ', i � i i i � ' o�• a�'O�\ 9 °\ ' �i' • �� ' . ° o a �\. . v�. \�\ o <br /> '�p • y a .. p � . v . . <br /> .� i i i i • v .; � . o "�.\.\ a . �.; ��, a a �$; . v � '�. v o �.� D a \ <br /> i I � 1 I '. Q.. ' � ' � a � . � '. � � v �1. . 'ti.y\ . v . . . _ . q. . . . '.p� . �.r v . . �4'd. 0 . <br /> ':� I �`, I � �� � �. a� . � a 4 . . . :O ,. . . '� `'\�� 9� . � � a' ��. Q � : p o � . . <br /> i i� -\.__��_ � �� � i . i . � �. ,. �. 'S • � o . v . v� . . ° o . . . a. . .v . \..� � .. ' .v, . . .o��.a . ��, . v <br /> . . o . <br /> �� � <br /> '.--t- - ------ ---r-- --- �--�--�------•+----- ---- ' � . . . . � . �'..� � ... , �"'e. '�`�.. .� . . . . o ' \� � '.o � � �.y� , a ' . . 71 <br /> � <br /> � � ' � � ; �, � � ' �a �. ° � o. a . a . �.:a�;�.. .. �, 9. �. . � . ,,�� o. a. ° �° . : .�. a e.., : ° . o , :,� a ` �. � REINFORCED CONCRETE PANELS, USE �4 � 16 OC, <br /> \� �'` �,, � . a a... �. . <br /> �, �, ; `' �'`,,i �, ! � � � � .ao `� a .�',,�° �� a, . �.,� Q. . a.� ao �� a .�..�\ ; . o ::�;. v v . v. ���a ° o. ° ° �� o �a � EACH WAY. <br /> � . . <br /> i `�'*,, `\ i i.� i � i �. �,, v • a ` . �... � �,� o ° ..� '�� v •d ' � $ � ° "'"�� v . \ < v �., a ° . . ��v . . . v. '' ° . �,. v a 9 0 <br /> .j `s \\i i � j i .p .. p . .� '�ap �e\` Q: '�„�. ' .ay. , •➢\� , . Q.^<V v .. ��. \: b . � . . � Q Q.p . . �(/�J �� <br /> �, � I' �I \'� p \ ' Q 0 . \,� � . .Q . .Q . . \�:Q 0 a \" •�. 4.V ' ' . '�ue/ <br /> �\ � � \ � � �'�< � � � � `� a° .��o . o. � . a��\. �^ R ° �� ' 0 Q a � 9. o. '�,. . ,.ao �, a. . � a 9�� . a U � MONITOR(NG WELL. <br /> � -----;--;-- -------�-----_--- �-----z----� ------,-_ � � , � � � � > <br /> � i � i � i t ;� � o.v:..... 7 . . v,\ v . • . , . . . \ .a .. 4 � o � • .� o �.. . v.. ! v o ' ' .v� � ,.. \ . . a ,�. . . �� � v . . . . . . ���� � v , a o . �� �. <br /> `�� �, i �`�, i � i i �. • �� �,a v . . a', a�v '?o'. �\. '�\ ° \ o .a v '�� M1j� .�\ 'o d\.P .. Q 9 0 9 <br /> � \. <br /> , ; , ; �. ; � ; � � � �o � � o �.. .a o �� a a � a 9 ��. ��� a � ��.�� . a � � � . a`��.�: ° �,� ° �o� ,a�, a � � o a a . o. �, ; CONSTRUCTlON NOTES: <br /> � i i � �', � t .o ` \ p a �� . a a . , \.p: � � p ��. d � . � .•ti v o . �l <br /> �- � �i l l \ a o . a. • `. �\ ..a , � . ° a' � � � a' ''a d • `� a o. � � � . <br /> � I . . .Q . . ' . Q P � � ' Q. •� v4 ' �. - ,•Q �.. , , �..,4 � , v. aO . \ . p ,. , a,' , Q' . p, . ' <br /> I � i �i , i \ a °v o v � �. : vo . .° °� a.. \ o . �.��a �' o a a � � o.. \ a . <br /> � � � � � a \ � a \�. �,`� o �� a �� � ° ° ° � � 9 RECONSTRUCT CHAIN LINK END POSTS AND MAN GATE AND ADJACENT <br /> � � � \ I \ � �, \ a . o ., a . � �. , `�� A � � � � �i p. <br /> v �o ��R a <br /> � ---� ---------'------- --'---�----- --L� .__ ' . �. , -,� a �ti,o. � \ o ,�q s. v � 9 v \� �O a v� ,�`o�\ o' � <br /> / T- i i i t---- .. v - . c �. . : o.. " a ,r. .: v . . o . ... .� <br /> a ' a ° ° <br /> � i i � i i � � a'��t . �' v�y. a v� \ '! ' ° v ° .\ . 4 , ov�_` ` o. �,A . �. \ • �a' , o . \. o. .,� '\ .v° . '� �s^ � ° <br /> �� �, �, , � � . �. 9 0`� a � � - � a . � FENCE AS NECESSARY MATCH EXISTING. <br /> T �' 1 . � � \\� ` .o' \� \ � a :aS\� V� :\ . . .\. vA v. '� . . .�? . . '�v.p \;\ •,��c, . .°•"`r. \ . � *'�.,ti� ' a. v0 , 9.0 . \ .. �q�a \. � � , p .. .l...:�5 :�� .a .. . \ . � ' v' <br /> n � � �\ � \\ � .. ,� .� �a\` '� \ � . ° \ � a�� `��\ '�` �. �\� �° '' ' . '`'-:,.,,� ' p ..� �� q.., . �° .� ' ,`'.� .\� , �`'�.�` ' �; ' . \`` a� . .e .. � , ��- a ° � . ..�� �° �� � � 10 CONSTRUCT COLUMN FOOTINGS CONC FLOOR AND RECONSTRUCT <br /> � � j� i � i i� \ � p,� � .�. o .\ � .a\. a • ..� � � � .o. . pv . .� ° a ., . � � p �� ' �, o q' �Q �, a 1 <br /> 1 '`� ° ° �� :° �• � � ° �a °� :� � � ° ° '�- � � � SALVAGED SHELTERS AND APPURTENANCES. SEE COE STD DWG 904. <br /> � ` I � I I \ ; . . ' � o V Q '\ . ',\'G �p � <br /> k <br /> � . ' i . . �- ..� --- <br /> � ,\ � � i i \ i i \ � \ / � ^'' � �' /� � j�.-:-�._-�v . o` �- vi � �-` ry �. 'ti,� �,s-. i c i a i_'�c io � i <br /> t � I <br /> m _�___ _____ _ ' ' �l-.�v. > I 4. _�r_ _ __ _ _ __ ' �--1 . . ' V. J �^f-r� _ �n I (� __� \ . <br /> 7---c----- --�-- - -----r--- ---- --- a- t �--�- - .�-4.sc-.-�. -r �------.� ""- � a -- - - -� - - ----=�-'---- --r�---. �r �. - -¢ �":r - ---t-�`�-- - r--- "a� <br /> . v _T'T�?Y . a �:\ !�`� `9. c� <br /> � �i j \ �IG� �(� �1 � � . � �� i 1� �-�.. . 4.. . �. .� . . .e+,W _ i � 'T =-� .-.-_. '�• T L. -'_,��- o, `.-a' . <br /> � � � i Z\ iV �IL/� j ' � � �,. �\�; �D. ,\ � � ��'s�-v-�- o �� a � '.`^_..v . T'r.2 'CI1 �L71°Yl i�....�u� �'� ° ...a-v���- � � �5��_~'" ,�'''° a �`v <br /> J\ j . . : - � <br /> x j �C N CR TE , ...�� .. : a �..�. . �,��� . .��a '.*� V. �``-"+,. .�v v � 9 c+,. o . . v v v o � Q ••r., a� c h"'O� � a , � ' ' � ,,"'�..�...? '. � � a . � <br /> ., . • v ' ' . . � � � •o• v � d � . � <br /> ` � � � <br /> / I � i Q � ° i �` ' Q. ° �.` �` ' ��'`. �Y . •,�.a ~. �° `., ,o v., . �`w, <br /> v. g <br /> � �, D03 � � � �;a � a�.� ° . ;w� .o. . a , a o.�� � �� � v v � � v `'�� q v' Q�a' . p a��~Va..'�-. � �o..,.� -,..o�s v a .,.p`\' � <br /> �"� i ��GUTTER , \ �''`�\ o a ��`` � 'o v4 °�. v \ e '`\ ``e� v, �,... "',��p <br /> I �` I___'i\ � ti . p . !. p ',�. �¢ ,�, � �;�,, .a : o``�., • ° . . c:� � °� • . '��..., . aa° :�'�.." � . v . ° o ���\\ �a <br /> T __-- _____ __� . .. �. ' . � • " � p� � <br /> � ___'_ -__1_____ • � -... ` . . <br /> _ T�\ T-- � � ' <br /> � i\ � \ �. \ ' . . . o . . a �. .. . o �`Q>' ..Da.. ' \, . `..,`�.�� � ' �\ a � ' ". , ~ '-... o . , . . . ' � � . . . <br /> i \ i ! • '� �� ' � o i . Q \ � .. o �.. . . Q ti� �.v ' . ,,� . . '. .� � � ' , . '�' <br /> �� � \ i \ � . .. , ...�o..� ��. • v' ` � � ° � °. ' �., ..a ��� ' o.v' . v .� \�, �o� 'v \''.., �� . v �v .� a'•� � \ . .,c. . <br /> \ Q ..� . \ ' °\�. + . .. \ . .�~. . V . . . �... v' . . \�'•,p.c q. <br /> . <br /> D <br /> -� i i \ � � � o �� '� '� ' `\°,;' " a ; � . . �ou. � � ' 4 '\� a o° ° �',^... 4 .\� . �''.O Q. a \ . p. oa . �`�� Y � � <br /> V <br /> � ,� i \ � i � � Q a. . \ . ��1 � L\. '. o . . � \ P a ' 4 . � .. \. . v.. . . .. d�� 9 . • S . ' ' � '\,� o '.v� <br /> � . . '. . � ' �-`, , t Q� �Q o\ . � `� . � . � 'V. •, . p . <br /> O 1 �� \v '\ '� . � ,Q..��. \a� \ ' . � � Q ,.� .� . a � ...\w . 9 . a . . v'� �.D . .V'. . �'`" v0 a \ . . • � � . <br /> U i � � � � .�'l� ' �' o . j\ . 4 ° ��, �\� ' �,.. °� . �°"`\,� '� ° ,a v . � ��� . � a �.. v .\. 0 4'� . �v . p . .. Q •o \�'� . '\o . <br /> � � I I \ � � ' a �' . *a � . . ' d. . . \ . .Q v .V P ' \� .�a \ 0 ' `'� , ' "Q . . , . �� ' Q1. <br /> X __: _ I__�____ ____i __-___ __i�_______ • .'"V • d• ; . v a�. ..t \ � V . \ ' . � . Q . , \ . pv ' •^,. • . . <br /> v <br /> - --- ' \ <br /> �-I I � I � .. . �\ .� ,y � ,.. � � ,� , O ..'$\ . . . ,V ,$ . F\''4.. ' . . ' \ 0 ° ' ! .v �V� , ' '. .. �o � . , v � a \\� ,, p. <br /> / - �I � � � �. � .0\. ' . 0 \,\ • 1\ \�\ ' � c 0� � .\� . �Q . b � . � 4. . v' D O . . \Va . • \ . .p \...' <br /> M „ i .., . . .. \o . . . .` . `�. �. a. � ' ii \ \ Q�� ,v . ��`�,�..� . .�a . . . . � . v ' . � . p � . 1.' •o � v� . , a <br /> � a <br /> \ � v y a ' o <br /> I n� � i � , .. . 8 � . . • . 1; ' .�,� • v.� �o '.,�� � . . ..� .. ...,,._ '. v ' . ' . _°\ 'e � . �. � :,\ ' v � .pa ..� . . ° � . a��. . . <br /> v. <br /> �\ a <br /> z i\ i `i \ � � . ,. ' • '�, • ' �� . ' . . �� ' '.�'�,� ' . . � ' ' y . <br /> p a. �. � � � ' a o w� �. ca � . . . � v .` �, " <br /> � � i � I i .�\ ' �� ��o . . � ... �;\� . Q ,�.q . ��'r: �. �� � \ . � .v �a �"�� . . o ��°' 1�• v�� \a v. o v. y^( .� . � <br /> � � �� �� \1 ..\� ,a . � O Q � , � . . 1 \..� b �4 .a ����\ \~�v ' �o . . o . \��° � � ;�'�.� � ��R�9 . . ..p ' p �,'� d . 9 \ j 0. <br /> � � CONCRETE JOINTING -�--� ---- --�--- - � , �.; . n\ , � � a�o' r "� , \� \o ° ` �°'�,. v. V ' , g. �, ' o \ . I '..$ , <br /> o, <br /> , . ° /'�'� <br /> ____ ___:-__� _______ . 9. ` . � � � �� '� `"5,� � �L.: "l `0\ 4' I � <br /> I � 8 <br /> � . �I � I V � .\ . � O V ' P . � �.,,,,v' . ' 9 . 'V 0�.� . . . `"� .. v' ``., � - a. <br /> o PVD05 AT STRUCTURES, TYP � �� � � � �. .�� . a� o. a . �. 9� � a � .a� � ��. �.° . ' � a o�``���°. a `*� . ',y� �,� a. o.. �az � .o. . � <br /> � . D � +� � . G .� a <br /> I I �. . . V' ' � V ` � � +� . \'*.=. . Q �o ci`.� . .,.� . ' ° Q � . . v. ° <br /> � i �`\ I � . �, � \ . , \`. v .Q. ..\ R�.\ 1 " �\�� . � .�d ~ `^.Rp' � . �1''�!Q . Q • . .a 0.,,i1� � ' , ' . ,'i,.� , V .. V�;� D v ' ,�� , �, . � O a <br /> � I � i \ I � ,. � o � � . . '.�. Q � � \ � � 'a a \ .`�v. \\`,� a ' '+ '� Q � o .�� p . ,�, . p a a '. -� <br /> \ \\ p : � P <br /> X . � \ j \\ Q \ ` .. . 9 .. . R . ' � • �..�\. .4 V�� . `4` 0 ..a D � " . �. v O ��«<�`�. � � ' '��. �. <br /> �I � ` I \ 'p t . 1 'a, ' ' ' .� v:� � v, °.� � �. � . �"�.. ° \�.. ..o . �`'��; '° .. �`.�� . �. .•°. � a�.� 9' . ' a <br /> / j � �� � � 1 � �. : � � : , . � . � �, 1� Q . o. . . \ u�� . '�� .Q a � . $. �'4�� . �� v . o �. . . `*t• . . <br /> M ____",�__'_ _____' j'____ ______ . . . .� . � . , � d . "� . . . �° � . . a .o `y� . v . . v �^-,.. <br /> ��' O . Q. .`�. . , 9 . <br /> � I ` � . . � . . . . 1 . . . . � .. . <br /> ,�9 . ' \.,1 . ,Q . Q ♦.. 0 '`" G � 4 . �C �.,� " . .. . ���Q V a':w \� 9 p. <br /> _ � � � \ \. �I \ . . . C '..O \. -'.� �'..Q x ,`` .,�0�'�. Q 1., 0 ' .v '\�'��' � . .�'1,,\. � Q"'- V . <br /> � i °o . a .p . � .�a. . � .v.'-.,. �. ' Q; .a , � 9� a �`"�.� ��D . \a� � � '� ti � o�v `'��:\'�Q <br /> � I I �\� � �. ` o a \� � o � a Q. �`. V \; .\9 v c � ,. A <br /> � � � � .�� � p v � . � � '� : .a �, �. 9 . � ,a ' �. \�� 'a �'� �7. . � �:�o . . a . �. .``a' � �ry ' , � ' o ' , q.,,�+�,,� <br /> (n � ` I i � \. � ' : Q � ° \ 9 \ ' �1 4`` � i �' � . � �'Rc� , V�\. Q ' . v ��� � ��i.� , ' � \Q .. . 9 S� v �. M�� . <br /> � �� � i \ . . a�\ o\ " a d. � .o � �' o`ti-� d :.,4 �' a' \`q� , a ' v. '� � v .o '^'� � , 4.o . �``::� v ' . �''+.,�.� � ' �� �vt <br /> m i -- o ,. � � . a a ;• 'v�. .� o . o`� �v o '�, �., \' ' a ° v� \ o a <br /> O � �'� v . ` . . -� a '� ' t .`��: ' o . .a�. � � \\., , , v . �� . . . ���`-� . �., . al .°, <br /> U � -- ---�---�---}� ---�^__ � . o . . a � la .�o, � ��, a , . �� ti;� �� .� \ �a � . "y.. ' � a o � a q � �`,,,,a� . . �*-_;�o. a``,• °� . - <br /> d o ' � p�' � a• . . <br /> \; v ' <br /> � � � i `\ � i \�q ? \'v �� � . . �a c,. ' a� . v ° D v \° ;_,� o �v - y, \ Y.�o v ~ \ <br /> x t �� ` � i \ � . .S ° 'a �' ��• � � ° � .v L '� �`'" \ . ' 0 .a °. �,.,*'�. �,� v � v � \ ,~�., � v .. � \a; � °� :� c "" .�a <br /> / � � �i `i \ :�\ ' . �. �.a , .a \ o v . .e o ,-•, o.. �., . a. p .' -'� � a• \� . • o .v . �. ' a ��°p' 'v °,, \ �� ' � �y. \° ° ' �� � <br /> N 1 O � ��. � \ . v Q \ ..D . o ;. :v ' q* . .�. . .eba..� �Q �. . � ' �a� "'•, � � ' .�., � y ��� .� ���\ ..: a ..\ . a \ \� � <br /> = 9 i i i� .\, o. \� R � \ , a, o \ . ° � . .� � \�. D Q� �o \0 . ��� �v� e\ c. a .. o . . �� , � ., v a c v )�\� vo� �+e�;�\ �� , o a� .'a� �'\ ' . �0.,1\��..a, ' Q a��'�e . <br /> \ . <br /> d. <br /> n ��____ ___� I____•_ �� '. \ . . a� �. ."�� ' v �:` . .v� �. . � '.\ � a.'\� � ..� . v.^�` 9 ���, . v .. p\`�� D�w. � a a ,�, p,�. �� . . <br /> ___ ____ ___ ' '. <br /> � �_�� �_� �' �_�'__' . .. . .. . v� . <br /> � °e o�e. . .' �.. . � . ., ., � '*, .� , . .. n �, . . . . �..� . , . _ , <br /> o SEE SHEET PVCQ7 GENERAL NOTES: <br /> V <br /> � <br /> X 1. EXISTING JOIiVT LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY PRIOR <br /> N TO CONSTRUCTION. <br /> � , <br /> � _ <br /> � ( <br /> � � 2. AT THE CONTRACTOR'S OPTION, AN ALTERNATE CONCRETE PANEL LAYOUT MAY BE SUBMITTED � �-,r � <br /> � � <br /> o a FOR REVIEW AND APPROVAL. �'�'=�� <br /> C> U � � 9 af t" <br /> �� � � � <br /> �'x 3. CONCRETE PANELS SHALL NOT EXCEED A MAXIMUM LENGTH AND/OR WIDTH OF FIFTEEN FEET. 1 ;' <br /> �_ �� PVC'I-�-���1-��l <br /> � �- 4. LENGTH TO WIDTH RATIO NOT TO EXCEED 1.3:1 WITHOUT STEEL REINFORCEMENT UNLESS x������ � ��� i �E i � <br /> �o APPROVED BY ENGINEER. fi��������4�� , i I <br /> ^ � ���P;�C�9� . �-10: <br /> o � 5. WHEN A JOINT IS CLOSER THAN ONE FOOT TO A CASTING, MAKE A MINOR ADJUSTMENT TO MEET �uC07� ' . 0- ! <br /> �� THE CASTING AT 90 DEGREE OR NORMAL TO THE CASTING. � � � , <br /> ~ N <br /> � I 1 �T _� <br /> 0 0 6. CONSTRUCT ISOLATIOiV JOINTS WMERE CONCRETE CUR�S, CATCH BASINS, MANHOLES, INLETS, � PVC �� P 06.= <br /> � `� STRUCTURES WALKS OR OTHER FIXED OBJECTS AND WHERE INDICATED. REINFORCE ALL � � <br /> � _� <br /> �� ISOLATED CONCRETE WITH 2 SETS OF #4 REBAR. SEE WSDOT STD PLAN A-40.15.00. � �� <br /> o � <br /> ox <br /> �' 7. JOINTS ADJACENT TO STRUCTURES OR FOUNDATIONS SHALL BE ISOLATION JOINTS, 3 4" � <br /> o � PREMOLDED JOINT FILLER, UNLESS OTHERWISE NOTED. INSIDE CORN�RS SHALL BE REINFORCED �- �'� <br /> � � ~ � <br /> �¢ PER WSDOT STD PLAN A-40.15, CONDITION D-F. �` �.. �� � <br /> i�! d � <br /> � r <br /> � � 1 <br /> O <br /> U <br /> � <br /> I <br /> ; PHASE 3 KEY PLAN o �o zo 40 <br /> o � 1 inch = 20 feet <br /> �. n <br /> 0 <br /> � <br /> � <br /> � <br /> � DRAWN BY DESIGNED BY s. LE j MCO� PAVEMENT RENO!/ATION AND REPL�CEMENT s"��T <br /> � � TLC KJH �.�,� oF �asN��tr� _ o 0 <br /> a o CHECKED BY APPROVED �Y � �,��' � ��o � � �°� � � �� 7�00/7100 HARDESON ROAD, EVERETT, WASHINGTON <br /> N � LAW RJL � � =� ���� � �m,t� � ���� <br /> � - o,�TE � - -F CONCRETE PAVING <br /> � � 3/19/18 .� ,� 24089 �� �4. 1601 5th Avenue,Suike 1600 7100 Hardeson Road <br /> `�' � 0 3�19�18 KJN LAW RJL CONFORMED SET �o,��,s�'�rsTER ��� seatt�e,WA 98101 P LA N <br /> a; � SIONAL E� 2os.s22.ss22 Everett, Washington 982Q3 <br /> � `� N0. DATE �Y CHD. APPF�. REVISION J 0 B No. : 1600557 }� www.�cP�f.com (425) 348-23�2 Fax (425) 438-6141 PHASE 3 52 OF 121 <br /> � X <br /> �`'..�"! ... . <br />