|
SEE SHEET PVCiO
<br /> Y Z AA BB CC DD EE FF GG HH II JJ KK LL MM NN 00 PP QQ RR
<br /> LEGEND:
<br /> 0 \
<br /> a �. . . . �� ��. . ° .x , .o � : a� ..,o . a. a �„ ' � `� ° CONCRETE PAVEMENT 10 INCHES THICK. Tc
<br /> . . . .�\ � Q , s . . � . �.� v� �,`6 v . . . �o�' ' a\ �' �t � . .Q . . o.. �.. A � 'v:'!oti .v ��.. � 8 •�`a�'`��,. o . �.'-;�i. 7 . �__ . __'_ _ _ _____ _� _ -__ -__L -..�7"_:-�_ __ � � °Q . 1 J0�
<br /> , v : ,,��a ; , a � ° . ��,� a . `��. � a a' . a o � o � . a � ' . � . e a ° a � o ; , � �,;, `�, I ` .a . SEE PH03 FOR 3—DAY MIX AREAS
<br /> 00 . �. o., � . . �.
<br /> ` `y� . - —
<br /> v .A a �p.� � � \°.. .. . '`�., o .. .. . . . �v. � � .' v � ,. Q ��. v' � p�\� �l I � � 'I u'�
<br /> . o
<br /> , s . . . Q. . . �. . v • D � . `; \ . . .. . . . .. . , � \ ' 'v '. i . . �q� . .v r. , ...._.� -..... � ' W...„�. I.
<br /> , ' .' � . .� � . .' �
<br /> �T,
<br /> � '''\ ..O . 0�%.i ' Q. . . . . . p � ��.� �8 � �\ • ' . .0 v� �. .-,� 0 � a . ,.\.0 a�9 . . . I N `�-a.' �-4.. ��1 � �
<br /> a
<br /> ,� . . a .� � . . • ..Q v: , '` . ' o' � ��..,_. ° � . �� ��a ' . . . , Q . . m � '_ . . . �
<br /> .� � a ' .� ... . . .Q ,,a o . �,�'e, : �v .�. �.,'`�.,'y.'v. , .`'�• � `a. . , . �p...� \a. , , �..;y, . . *`� 'r '� i � ������� � 1 � . . .
<br /> y
<br /> a . . . . �..v a . o � a . ' . O. . � '�+,� �'a. ' '`,. ..�. a ' ' � ..., . y�� . p � a a f'- -_. � i � . ��/ . �
<br /> �� 0 �
<br /> �.. . . . .. . . ., a �`*.. . o c.` ' ' . .D. , ._'o--`-.--..�� . ._i O_,.._„__--.,..,. �: .,,._-_ .. �' � .. ______-� . ' . V . . � .
<br /> a � CONCRETE PAVE NT I HI
<br /> .
<br /> o ., .� a �,.. . � ,. a .� ,. o �� a � o y� a, � � � f ME 8 NCHES T CK.
<br /> . * . r
<br /> . . a `�. . .. a . �. . . � . . ".,; ..o., a .a `,� � i. ..--_"^-._.. "i.
<br /> .
<br /> a� �� . ; . . p \ � . a .Q ' d��,p . a� � . . � �� v , v ti�.� . ' � � �.� . .\ \ .o , ~` \� ��' . p . � �- .i S �
<br /> � a ' � � ' �., . . . . ' � _ . . . . . . - -_..._.e. ._ ��_ ' ' ___' _ _
<br /> 0 . a ,Q.; . . . ,. . � �.\,.V, � .' �, ,p .� . �' o� \. . d �0 '``-,1 �\. ` ''�.'M1 a . .0 �--. �� \ � 1 1
<br /> \
<br /> . �� •a� .�.� . .. ' a � b^. . o � ' '`,, . .. .. \. � o a � � . . '. . `i� i � . . . ..i�.,
<br /> • a
<br /> i � .. �p.� • . . . �,, , ' . . . .' � � �. . . .o.V. '.. . '�.. . . . , p � , / .�\ � a
<br /> .�.� ' ' ' . .��._
<br /> ..._.a .'- � <. ' . . .. .
<br /> V v� b �� v a --`�' \d\' ' . =. . p\ o a °� . D \\�`,S.a V �v� v Q�� o v�� \.\ 9 °'\., ? v t,D���.\ a�`p �\ � � j j � � 1
<br /> � � �� ` i
<br /> '' \ ;, . ' ` ` • � ao '`4 ; o�'�,: '`° , , v `�.° a �``�. \ � � i �
<br /> , a ,�e a. � ASPHALT PAVEMEI�T
<br /> . a .� � o . � a ,. ` � � . � , . , �, r-- - —f
<br /> �o \`. .�° ' ° � a� ' ° ... �`�a .. . \ v � \ a, \ , �— ; .
<br /> b .,t p�'��,� ' oo '`v. � � c.� . � •,,�i_9 ..�•a . .Q ..»�. �o . +,.-.� 9 .a .o ' \ 0 n . a. �Q � � i� '
<br /> � ` e \ v ,�� . v�. '\ � �``� a \ ° \ "� . a , \ � .�. 10 ¢� � � �
<br /> \ . °�`� ' a . . °: `�,t�\ �v� � � , �
<br /> �7 ' ,\Q^.. . � � .�, c V\ � V ' �Q\ . . . v0 \ ~,`*.'t.._ ; �� . ' .v :". V ' a _ C \, ��v d � . � � p�� . � �j ' � � .
<br /> � . .� a. O . .� 0 '\� � p . \ � \ . : �•\, , .Q a � ' t 0 \ . � � � 'Y 'Y i ♦ V` Y
<br /> � :�' p . *`.` .\ � �\�\.D.. vQ��\ � . \ .�'`t . .' \ . ' � V �. . . �.' . . v � ' .O . t \ d . � i� �� i � � ♦ • • �` ♦
<br /> p . -.� l .o l..,� a o . . ' � v . . v �\..\ Q. 0. `'� v �`��'\o . � . � V v\ p " •� • � �� I ♦ ry ♦ i v i
<br /> '. . "._` . . .S •
<br /> � � o., � LANDSCAPE RESTORATION
<br /> ., - .�. - ----- + - -
<br /> � � . . . � .
<br /> p . .:.� v� v. : �.,:i . o "`,...,4 � v. . � � � . a ' ° Q� � �y``pq . . ' ' ~'�. c ' �� v'. . ' Q . � ' .�a ° . � -i'-- i�-- v • ♦ • •
<br /> /� �, . � p .!, . . a , . ��`. a d . \ "�:. . �0 ' . m\ ' . ° . . I I
<br /> r/ '� ' 'o ..*,. .� � .._ . �. .�,�, �v � , . .�o , a'� ' i`'+. � o� , . .. �� � . \ I I
<br /> � o a �\ 0 4\ � v � \ �
<br /> �p 1
<br /> �p. ' v v o� � ' .' a�a_v C �8 �' p . . a a� � �'"`+. � 4���`{'^..\ a o Q ° ��� o '� a '\a . .� b� � � I i
<br /> BUS WASH � � � CONSTRUCTION CONTRACTION JOINT WITH DOWEL BARS
<br /> � a °.. � o \ v. .. '" � � ° �� o.� �a p o v a o � �\. o ` v . p o a\ ° �' � �' � /
<br /> �. s
<br /> 'o. .Q�,- . �• . a 5.� ° � . .. ,.. . °. • Q �a�`'y ' . p a `'�,. ' . . . o ' a ! ; � i � i C9
<br /> . . 9� o ..� ' � ��l,y, �� . . ..� . p ' "QR � a o� .l��v. . .� o.� a .✓, \. \� �o \. v , Q }� o . . i �I . . .
<br /> . 0'
<br /> \ 0 �]
<br /> a
<br /> �`� ,� 9 .,,,a ��. . ., Q� �. , �a�. . . � a'... . . "�.V� . o p� - � �� . . �. :.o . . i ---- -- � � -� -- - ------- PER WSDOT STD PLAN A-40.10.
<br /> a �� ° � � � I
<br /> , a . o ti. o • � a � , a. o ,�--± -
<br /> . o �,. � � . p ti p a \ a l� \ 1 .�
<br /> � ' -FJ � . a. Q� . . � .. �V a`.. � . � � ' o.a , ..\. ��^. .� �.� v �p � . 0 . . \�. . • � �_ I $ i
<br /> � ' . . �. ' . �,.'.`ti . . �'�. �.. �0 . V ' . q , ..�. .
<br /> a'Q P . .�.• . �''^ � v �O ,Q �.� �\0. \ : ��\ � v'O � v (`) 1
<br /> ` � . a �. a . R ,,. � � a °�° � -,, o . . 'a . �� a ° �`�,. 9 , �. . .. o s i � a '�a.a o � v .� �, i� s� ENT CONCRETE CURB, SEE DETAIL 4,
<br /> I
<br /> PORTLAND CEM
<br /> � ., . a� � \
<br /> � .O.Q a, .. .. . , 1`�.a. � �, � ��. . . v :. �v � �'.,,��' '� . . � .a' � '� .`�.,.. � . b o � � Q o4� . �l a � � . (� � �
<br /> `� a ° ° �`��. � , . :. a`� �a o .. � a a o. o . v v ;\o , �� �a � � . ' � , { , � ; � , �� SHEET PVD05.
<br /> ,� a. o a��. . �, �a ,Q � . � ( RECO RUCT ' '
<br /> `.., . a . . . . _ . n'�`T U .
<br /> . . . ,.n: . .. v .: . . � Q ` . ,0.y. • ________ � _r__-(T__r__ _____ � .
<br /> a 'l. \ a � � �.... �' 1 � ; �.v 1 1\�71 .
<br /> � f � �� CONSTRUCTION/CONTRACTION JOINT W/ #5 TIE BARS
<br /> � ° �. '{° � o ,o �\ ; �..�� � °�'`-,:� �. a�a� o a�� � o ; � a� ° ''�tim, o ' � a BOLLARDS ! ! � » »
<br /> M � . a o v .� ' o ~'`• o : � . �:` �� oQ .v, .��,�t ' .
<br /> ` � � -p�� fl 4v. \•'. . .�o . . a �,R � . p '�\. � a .\ `''`,,, .\ v , v � .v ..D ..�.I Q� . �.���.� � �0�3� .� . i t
<br /> a � ; a -�� . -� . . a �, a a. � ta a � ; ; � � 16 OC. STARTING 15 FROM LATERAL JOINT.
<br /> � y `•.�. .`I': � � ':��d p �a. . Q . o. . ��` �a�o ; a ���,,� . o . \�' ° v � � � � . .p.; . '.�v� `.'� ' I .\�. o . , a .�° . .�\ f� i i I � /''� � . . .
<br /> : �.D{�. . a9: �' . . ', . . .o a "` � a6 �'a o,, � a. , � i `/
<br /> st � a �,,. o � ��_ o . `' `O:` � a � 6' WIDE � � ,
<br /> . ------ -----
<br /> v �`o.
<br /> o v . I aJ
<br /> o a ` � .. o �' '..: \ \v �``. \ . ;��. v ,:1 ; ' i
<br /> �� v 'p . .. �\� , �..a � . .a�,a, �. �' . p , . Q '�. . d � o � '*, v ° a � .. �\� °° ' --�- -;---- - R REINFORCED CONCRETE PANELS, USE #4 (� 16" OC,
<br /> 3 ' � O
<br /> N F�\� v o. a�s� .��;: � �� � ° � � o �.`9. v, o. �°� � �a`�.�a�a o �`�'-a°'��:o � a �� � .�. ` ��� , �� � ,a Qo CONCRETE PVD03 ! ; /�,� � EACH WAY.
<br /> - �
<br /> 0
<br /> ``��.. �.
<br /> � � a �-� °. �o� �.a ° °�� ° "`�� o . �a,.� ° a. :.. . o .. � � a ° � `�� � �:� �� GUTTER ; ,
<br /> o �'� a a .��.; `�`�,,., a `��. °�,�. ��.. .� a ee�� ��� o `�.� �� ; � N N � MONITORING WELL
<br /> U ' Q ' '� � ' ' v ' y^ ' �QO � C 0 v � � � �l 0 . . jy .
<br /> o v
<br /> � a .: . . � } v v . . �. . 0 .. . .a. I F-�-�.______ . .
<br /> v
<br /> . . , ..o . �. ��-. `\v. �.\�
<br /> 4 �
<br /> �� o � � ' a. a�, o. . o• � a . ' �,, ,�, .,,� Q. dw •� a '"-•. ,� � Q_ Q ' ° a ° i �`ti /f�,�� i W V
<br /> v � � Z
<br /> a- . ..\ � . . W' ,, . o ...�.\.. . . �`=,.a�,: . . o . .. . . . ° . a.`.. , . '° �,� \. � `' . . � °� \ � : \� �� '� �\ a � • c -- ---- ---° - -------�-- ---�`-----�--- " �"�.�-�-�- � � �^' O
<br /> o � \
<br /> � Q . , c . . �`'`..\a . a: o 'W � � .� 0� � . .�. °. �`'". � F� `\..�a . . �Q �, o�� � P� \�' , ' �a i ��'"�, I �� y� Q L.� I �
<br /> o � .d. � �I\ v :�� a -���o a o a a. - a��� o ° `` o �as a � �~,; � ; �� .`;.. o��� a� .�.� ° � � ; ; ���; � � i � CONSTRUCTION NOTES:
<br /> W ,. a a-i, `�, W �
<br /> n. W �'
<br /> , ..�- .�- — -.� � �.. / � b4� . i -.�..
<br /> �. Tv � ..�. . ,,,,,I . `�.�' . .y.,. . . . ' '
<br /> �I = i r � �
<br /> — - i � r-a, a `., �- '� , t --- - — - -� --- � -- — -- -_ - - ��.�Q- ----- 1.1.1 L.L�
<br /> � cn ,—. _ : ._ �-�.-_. � � � -. — _ -- _ �` _ — ND M GATE AND ADJACENT
<br /> --= � . : , � _. `�_ �. . ,; �b � . — ,,, = O9 RECONSTRUCT CHAIN LINK END POSTS A AN
<br /> --- _ ._. -- — >,_ ., a � .-- `, _,i-' `— ._° ���—.
<br /> `E: _ � _
<br /> / o v o Q, � v v a q; . i i
<br /> �, W p . .., �� . a�.� a . . � ��. ��a . . , �;_� °� `� �_ ,. � .. � �� � v� cn FENCE AS NECESSARY MATCH EXISTING.
<br /> ti v \`��,. o ti '-.,., 4 � 1, . _ � � a�._ --_ i ,
<br /> I ,^ �} \ . o . �; . . . � � Q D' . �L o � Xvti . -g�"``-w.F,.. . ° ��. i '
<br /> . o v a . c . � � `-,.. a o � °' � ���� . ' c • o ..."`..,�_,,, � ° \ v d 1:.� � i
<br /> = V/ . . . `'*.. � ��. �\4� ' � °.. .�d . P ' �`-•.. �-� o � . �, a . \ . d p. -�•.c . : . . i . . � I O
<br /> V a D P �- P -�--� a P � a, � .o. � , �.�..� � a � o �-.� `� , , '�� , , � �., CONSTRUCT COLUMN FOOTINGS, CONC FLOOR AND RECONSTRUCT
<br /> . : � � . "Q a �`. : . . n y . �'"^.. . � � a 'e i i i
<br /> 9`*. ��``"Q..
<br /> j .. . . � ..\o_�.a ' ' \'^"^.p ' . . .. . 'Q���. .� .' ~'... � .. . � a� �''�. � o , �.: . e v o.�. . .�. .Q . . . ;��:.\.� .' . ' .� .,..:,�`� \ . o,� -�-- I
<br /> � ' ,,, ` .� o � , � _ a � - _ _ _ _;__ �__ �__ _�_____ _____ SALVAGED SHE S A APPURTENANCES. E COE STD DWG 904.
<br /> ��. � , :.a ,. �� . � a . a� .�o � I LTER ND SE
<br /> I �., , .. , a . \ `,. . `y� �y �,o a i � .
<br /> �� . . v �. P.. a. � \ o • �v . � "`"-.l � .
<br /> V/ . . o. . �a a. �'�,' ' . ��C, .� -yb � . D �� �. Q-i 1 � I"�., �
<br /> � o v Q . . a. .o' . . � \9 0 ��; , �:- v . .�,
<br /> 0 ., �,,�': a ' ' . �a\� ' ��''^ � ' o . . �'* a. , • a , �,, V . . �. . .�: . �C`� . � i "''-�..._�---�.. ' I . .
<br /> �+.. .� v 1.. . o'\ �.`..,a v � '�.,* . .\Q.,* v .��'p ��,t 0 .Q��., p '\ . v 'v \f"+. I I
<br /> � M . .�.`.� + ' ' v �a � . o � , . � � . a p.. �'`� ; Q .�4`�_' v' v ,��` o . .� . . ° � a �`� 4 ' '.�. � Q'o '°� v � °. . `` ' . � \ o , �, i i ....'�_i .
<br /> I \ / . �``,,' . v . . . � �'`,,. a . � Q „� . .� Qo ' q . o�� Q � a � , '�`.� �. v . , \ , �+, i �*, i i \.
<br /> X . ..a � �v���„b` . .. ' ' . v. �.9."..,v: �'D a v . �� . �'0 . . � ?�'`,. ' � . �d� . ., o �� '.v . o. � � �: � � `� a .� p . .'tl S,� Q a � `'�,,.,4 i � ^.\
<br /> / , v . ` � �1 ° ° a \'�� I ''' v �> ° � �. �'-.,, i � i \
<br /> �. .
<br /> `,. �,� . �, � o �._ o � '� a i �i i P.,
<br /> o _ _ _
<br /> r� . . a.., . ... ;�a ..v. ��_ o , . . . �v .��g; D ' �. .�. � '\'`�v . � v ���' v .' ° . . .. � . '°.`..�o . .� o ' ���a� o '�\ - --- -�'--------�� I�'��— � i----- ------
<br /> v.
<br /> �� �'� ' �. ,*. .,vo : . � v �_ �, �..,.�.�, I
<br /> o v p �v . a� �,. � �,,.
<br /> �,,, �
<br /> _ � \ � �`- . .'v . o. . .� . . �7�� . � . . b��'+.. .� .. . \'`y� '`, �. . . . :� . . I .
<br /> � � ~\' ° . ���' v° ° vo �,. a' �a° � \ � ' \'�< . a . .�l. ,,,+,. . . a v9��� � . ``,, . a. �a i`\ ' . D. . . . . .a . . . -,.� 0 � i � � ~'`.,., I . . .
<br /> . �' v -\� �, `'" �
<br /> � . � . o.a "..,� o . a \° . v�� - °+.- .. `\o ' �.a ��. , � - . a . �°' :oa, �. �J i � . -.,..,ri . . . . . . . . .
<br /> � M . . v � v�' a �' .,,,a' . . o \ ' ��•,� �D .e � \,.. o . .��.. Qo . ' . . �� Qa . . �. ...��: '��`� .a o � ,v: o `-,,.. i *''^•� i i','�,l . � . �
<br /> � _ I ,a . p v �'.,'+� � Q p�. \\ � ' v . ' \ e�V V, ��+ ', . � -�..V �. o :a .. . ��"'^.., ' . a . 9 v \ 0 \� `- °Q\�\ • �0' ' �'� '. ..q � '•,�.., � . .
<br /> m � T� ' . ' 0.,•.,,d � . \.j 0 .Q �� \^. ..0 . � . Q��l '\ ' a� , � � '^... � •q � � '`�.,�
<br /> � �\ a . 'v \' e , a. � � �a a o.. a ° " , a° ��4�' o `�„h i ..,� �� `�.
<br /> U ,. . ' . � �` ' ' � ' " ' - ---- -- ---- - '---- -------
<br /> ^�. � "� . �- o. . .. -+-�"t- -1--._`".
<br /> � . .., . v � � o' . � '^,,t v �a a o c �`s � . . .o �. a � . . v � v� .. �``.� � a � b . i � -�-�� ..
<br /> I � o a '.. . . . +.� . . .. \�:. \,,. . � Q. .. . c . \\� . ��� ��a .a � `\ � �� .
<br /> x a \� � . .o ��':�..�a OQ v. ��1�� . � :p .. .v� j`'�..' . \o�'- a . ' �Q . Q ...�� a� a . 0 :. � ��� a �� . . .\ v�' p. Q \ Q o q+ .,�� � � ��``'..� � �.� � � �' . '
<br /> � .\ `� Q � . ��p \ a ' . . Q. . �9 .. � . �'.\'' '�' . ^� . :. I I ,�� .
<br /> � ..v V •��- d .P'v ' �� • ' . . . 0 . .*4 ' . � V 'Q �\ ' ,,�`v a� . � .. . .p 0 v Q O ' p ,`� Q� v V ' ` \���. j ~'1�.,'.`x �
<br /> a . ,�\ \\
<br /> Z
<br /> � M . ., .a • . '..o �.',. ' . a . . '. ' ' •\.`"�Q� o v ' .v�� o . � 'a. . . �ap��� � '. , Q . .~'\„_ , -.,,, o Q� i � \
<br /> I \ / v ' � o �„ : . � 0. . \� .. v 'v � a' v . o. .,"+.,* 'o v ' a' .-o� J . . � . . :w '\ +,,P' . v .\ . i � � j �`�.,+..
<br /> a
<br /> _ ���. . : . .• �..,. . Q . � ' . � v . ��� . a \�' . .D �� Q . . V�� ' ' v ` - I I .
<br /> �,"e , � �a.. . � . ..' � .v . . ., � ....�a C � \ 4 p \\�``.. d� � a�D��..� � \'o �� V � "'��� �] I � �"�
<br /> ° �
<br /> �j >.. . . . .. �.a �. � � v , . � a . . . . o . �,.. , � . � � - �-- i--------- --r---- - ----�---- (�----- . . .
<br /> Z . .,y v � � .' ' \,, ' o :d' .. ... . �:� . '�, . ° . .. .. . •. v � . , . . .O . �ad.E. , .w� � -�p�a� i � i
<br /> o � \ � �
<br /> U a �.�a� . . . � . o.. q . �� . �ti,� . a o , °� . . v.�-�, � o `-+, . � �,^' . . . o � 9 a Z � °� . `� ` . �'\ o , ,�L. �.q,.i � i I �
<br /> ,
<br /> . . p . \. - � "'�. '�. ' d. �.� a . � a � o ' . ,p �4�'^t. O '- 4 � i
<br /> � . � °, � . a . v , . 'p . . ..,0. o: '�.,�. O- CL `�°�..,, i
<br /> m , o � . . . , . o . . e i
<br /> � . �:� . . . . � .
<br /> � o �`` v . o° -a o v \ \'\ • \�• '-� a �, �q o ° �d . o �' �,�-. ' U o •� i i �i I
<br /> v \ \ o
<br /> � M v a o ��., ' ' o � i.. ,v a °. ,`y .: . �.o � v � �° . � o a ' .a '0 7 . '�o a� . .. o., . �, o �v � o.. .� m � I •�., I i `'�-ti
<br /> �,'s� I
<br /> �j � / �y ' V a� . ��`�ti a � ' v o. . � � . P � `'` ��� p a �'�a a �'` o`'�„� p-+ i i i I
<br /> a , a ° � �
<br /> x a � . \ �.v o° ' o . v ° °. •�g ° a , ° `�,� q 4,� .,�� i
<br /> . . . .. .. . . ... �....... '� . � '. "� ��. '., i
<br /> . � . . . . .. ------ --- --- ---- -
<br /> a � i
<br /> / oa . . \ . a . ,�' v . . . ' ,�w . . . .. __ _�. _____rl_________, � �-
<br /> ��� � \ ' �� Y I 3
<br /> �.� � . . . .v � . p . . . . . .�.,. . . ,Q,.\ ° Q . "p . V 0 . . ' v 'I' .� I I �� �
<br /> d ! O . V.0 i ., p�\ ' �D-' . . � *' � . C . /� \t O . '�. ! I �� { � �
<br /> � � �. . \��\� .� . 'D \ � �v .�Q. .� . . . \� , ' �a \� \. 0�4. .. , �~�� 0�� . ;Q '.\.� 0. : v . �'�O . .� O. C .' �,�� .4 Q ,.O ' � , d `"*..� j ��� I� � � . . . .
<br /> I t.' v � �. �..� ° :��'+. . � � �� o � a a ��� i � i .
<br /> _ " o �, . v , . a\4 . .'a p. ' ` .. \�� . \�•p'1 v . ' . Q \ , a .� . . . V \ v O o . vc . .0 O 'v p y�. ' .v. �. � I I I �
<br /> � + .Q . p, `\�``-,� ' ' � �. 0' �.
<br /> Q M a . . � . ' � v ��.,� �. ,R � � ''� ' . �:...h . 0 . .���" . . v . . . . .,O �. � .o .' Q '.. . '�V ,\ a� . o, . \Q'� .� U�� I �i !�e"� I . � . .
<br /> � �. . .. � o ' • � �' .v � . .\,h,'yo . .v�� , � . . ° o � ' � o�'`-., a ��°~� a ' , �- � i*. '�� i �;,. � I
<br /> a o v \S o �
<br /> � �`.. . v� �' � ' ' . .� . .. . . .. .. ^.;� � . . ... '. `"+� `# , d I-
<br /> O �. � " ' • : a. �. \ . o . . �., ._ a .D. . .. p. \�� : . �a . Q . � ,.D . . � v. ..,, . �v., ____ I,,:� _�*-,y _____ /� (
<br /> ° . � #`" ' � . ' a � o' . � . . . , '.o i i I�------�
<br /> � �
<br /> U , o .'a . a. ... o . , \`�-,., oa `� a. �,, .o �., v . �' �O/� � i i�. ��
<br /> � � . ��\ . .o � . ..�.. 'v. 0 � \Q � . . �vA .o . . �y � - ; Q .. . � o ' �a, Y� � t�' I . I � � .
<br /> I p \a 0 �� 0 .�`�; Q�"�'+.,ti . \0. a � ry�` 0 �"\ a .Q . � ' �, fSl/ I � i 4���`^�, �
<br /> x � .. .. .� p �0\* , .a , , � ' . �° . .. v � ' .o ".v � a'\\�o . \.\_,. . a . � .a��...\ °° , �. o � . . ° `�\�'°° � ° °� o``'�..�. .. �. ��°�� � �°� . �a� � ; . � . . ,�, . . �
<br /> o l ��
<br /> N . . . . .v , q . �� . �� , p ' .° o. . �� ' \p \ . . . y J/ �� � . . �
<br /> I ,,,�\ . .. a. . . . . . .. . . d ' �,,. p . e a . �l~ '�'" . ° '4�.� : � . . . 4_ . `��: i . O� . . .
<br /> v
<br /> SQ. ' ' � c .' � ' � .� -.. � '„ ' „ . . �-,� , . . .' � o _!•\ � a .. � o . .v� a.� ' ' �'^ va a , e, � '_________________ �___ _.�__�.j:`____� �._____-� .
<br /> �
<br /> � SEE SHEET PVC06
<br /> o GENERAL NOTES:
<br /> � REDUCE DOWEL SIZE TO 1—INCH DIAMETER
<br /> " WHEN TYING TO EXISTING CONCRETE 1. EXISTING JOINT LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY PRIOR
<br /> ' TO CONSTRUCTION.
<br /> �= FOUNDATIONS SUBJECT TO BUS TRAFFIC
<br /> ' � ��P� 2. AT THE CONTRACTOR'S OPTION, AN ALTERNATE CONCRETE PANEL LAYOUT MAY BE SUBMITTED � �—�� n� � '
<br /> � �
<br /> ���---�,.�-----�=�
<br /> 0 0 ��____.�-���� ��� _
<br /> � � FOR REVIEW AND APPROVAL. r �� � �� -- a ��., �
<br /> �� 3. CONCRETE PANELS SHALL NOT EXCEED A MAXIMUM LENGTH AND/OR WIDTH OF FIFTEEN FEET. /j � � ��
<br /> /N � . � . . . 1 _ .
<br /> I �(-
<br /> � _ � . . � . . . `��'�"j���! ��������
<br /> Q °� 4. LENGTH TO WIDTH RATIO NOT TO EXCEED 1.3:1 WITHOUT STEEL REINFORCEMENT UNLESS i �
<br /> �U �}
<br /> APPROVED BY ENGINEER. P�� ��r--����--;
<br /> � � T �I !
<br /> o � 5. WHEN A JOINT IS CLOSER THAN ONE FOOT TO A CASTING MAKE A MINOR ADJUSTMENT T0 MEET � �� ����� ���`` ��
<br /> �� ' �Y_C ��� �� p ���
<br /> THE CASTING AT 90 DEGREE OR NORMAL TO THE CASTING. f � �I ���� �.� �g
<br /> ~ N
<br /> � I
<br /> _ � T-`T�T�1` ����.'.�`�`�`W�� .�£�
<br /> �� �,�.�.
<br /> � 0 6. CONSTRUCT ISOLATION JOINTS WHERE CONCRETE CURBS, CATCH BASINS, MANHOLES, INLETS, � PV���� rP�G�O��
<br /> � �' S UCTU S LK OR OTHER FIX D OBJECTS AN HERE N CATED. REINFO ALL �—+�������
<br /> m TR RE , WA S E , D W I DI RCE � �
<br /> �� ISOLATED CONCRETE WITH 2 SETS OF #4 REBAR. SEE WSDOT STD PLAN A-40.15.00. �,
<br /> o � �
<br /> oX
<br /> o� 7. JOINTS ADJACENT TO STRUCTURES OR FOUNDATIONS SHALL BE ISOLATION JOINTS, 3/4n � ��
<br /> o � PREMOLDED JOINT FILLER, UNLESS OTHERWISE NOTED. INSIDE CORNERS SHALL BE REINFORCED ����.�
<br /> �¢ PER WSDOT STD PLAN A-40.15, CONDITION D—F. ��` �. � �
<br /> N m
<br /> I ``�``��
<br /> m �
<br /> O
<br /> U
<br /> � . . . . . . . . . . .
<br /> I
<br /> ' PHASE 3 KEY PLAN o ,o zo 4.0
<br /> �
<br /> o m 1 inch = 20 feet
<br /> � m
<br /> 0
<br /> �
<br /> �
<br /> �
<br /> m DRAWN BY DESIGNED BY s. LEI� MCOB PAVEMENT RENOVATION AND REPLACEMENT s"EET
<br /> TLC KJH V oF was �'ti
<br /> a o CHECKED BY APPROVED BY ��'���' � xj"`'���� ��� ��j� � r� � �j t � 7000/7100 HARDESON ROAD, EVERETT, WASHINGTON
<br /> . � �
<br /> � � LAW RJL � �� ��.,� , � . a�g
<br /> � = oATE € _�. - �� % ���''� � �` CONCRETE PAVING
<br /> � 0 3/19/18 '�'o `��'GISTER�'� �4 Seattle,wa 9sso1
<br /> ,� 24089 1601 Sth Avenue,Suite 1600 7100 Hardeson Road P LA N
<br /> � � 0 3�19/18 KJH LAW RJL CONFORMED SET `��'SsroxAL ���'�� zo6.62z.ss22 Everett, Washington 98203
<br /> J 0 B N0. : 1600557 WWw.kpff.com (425) 348-2312 Fax (425) 438-6141 P H AS E 3 51 OF 121
<br /> � X N0. DATE BY CHD. APPR. REVISION ��,,��.�
<br />
|