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__ _ . _ <br /> , � <br /> O a <br /> __ V v <br /> Z w <br /> WIRE MESH PER WSDOT 0.5' , c� Q <br /> CONTRACTION ' ,, Q Q <br /> : N STD. SPEC: 9.07-7 JOINT PER 0.5 '� <br /> „ <br /> � � � <br /> DETAI L . �����F�u�� �,�r����'����• �-,� ��,��r���u�z�' �-- ����t��°���t� -�-��',����a��u�e , m � <br /> CEMENT CONCRETE . �-- � �� „ �.,�-.� `� ^ . � <br /> • • .; � .• . a. . � . PAVEMENT PER WSDOT a . = ' • a . • v��t�s � ��,� < ��rz° f u�,R��s��c��s,��r��-r��^���1-• o <br /> a , . !" 94'�'�Y7�2" 9,� <br /> � , •. . . „ •• [t •' ,. ; ' - _ , `'�----� I'� �ti�?�h� ]�i:6V S6.Q�� o <br /> h�f ' � <br /> `� ` � � ' STD. SPEC. 8-14 'o ' ; � ;' : ° • '• . o � ; t°��rt��: �s���rrrr��c� �.�,.���a� ', ' ���z�� � ��+,a�_��s s~��r�) ', c�w s�c��c��c���� � ,� ., <br /> � . � . • . � . '' . ' � . . . . . . � . � . �. . . . . 9 '. . . � . . � . .. �� . .. �..a . . . . . . . _ � . ... . . � . . .. � . .� �, q. . � . . . . - . . � . �:,��� �.. . .. , . . . M � ' �-' <br /> . . . . . . . . . . . . . . . . ... ,'., . . . .. x; '{ .���# .�. :�-. .... . . . -� -� . . . , � . . . <br /> . 4 SCH. 40 STEEL PIPE �t�rc��r�a�cua�r.W � � _ �n�ac��c��i�v�a� � : . ; F- t ) ,� r��a�-�x��«n�s�� � _ . <br /> o a .• .. <br /> 4• t�z �tta��. ; E;.�_„ ._ I��rc�us�A��l�,u� ( <br /> CRUSHED SURFACING . , :s��a�� -_. _; s�.c��� ,;, � � �s�,��� " u� ' <br /> . .� FILLED WITH � : I �� -:-�, s��� ��� ��a��. .�___x�f N - <br /> _ � . . � . f . � <br /> �r o o TOP COUR E PER ��� � , � • , <br /> _ <br /> S ��� ��� , : COMMERCIAL �r���f��. -�;: ��, � � � � .� �����t��; : � � a = �C �r�TM�t�`.. �c���uv�v" � 'i��. ' �t����aw� �-�-��a,�rw�v , M � <br /> � �� ``�. � _ _ . r ..� �., x--� _ � <br /> / . � � , : : a � . z <br /> �.�� �� � �, � � � WSDOT STD. SPEC. 4-04. , ' . . ' o o _ ��s,a�w�a�r '� � , . ����wr�v t :, .�, �, c�_'�" 'z.��� 1 _ ,''m �,; , �, �, <br /> /�/�/\/\/\ \/\ \ \ � . � - CONCRETE WITH TOP ' � , ,.. _I �. � _ .�� ..�,�- ��, v � .,,_..��_,- � > <br /> / / /� / / �/ / �� � \ , ., , ,, o ,, . F ,, �, , <br /> .i�\/� � /� / / /�/ � � i� /i, /i\/i\/ j , � ����-�, <br /> y „ , �: �s �, , , � :"_ : " =p ,, � ,� ¢. <br /> \,�\� \:�\��\��\���\�,� � ROUNDED �r <br /> � SUBGRADE SHALL BE ' � �� . 8�. �. F� � � ; , �, , � � w� � `� <br /> � _ <br /> . d ' , _ , <br /> a � ,.p y * t � '.4 , a. � �',�-.,> � V <br /> a , a . : . p � ' 4 . tr fi �. " . ,� FG+�-�. <br /> . . { ° �': .� �.�:.� W ,. . � " `h " �'- P` ' .ten,': LL <br /> PREPARED PER WSDOT Q.7' 0.5' 0.1' m . : _ �, > � �� , ��us�wrr��ur�a���r�,r��r�� .,' N v <br /> PAVEM N I , �'`,,. , z-•-.. � e�«�p�r�r����:�rz^�r��vi��'�cc��: � Q <br /> E T OR .�, „ H � ; � � �,: � �,., � <br /> STD. SPEC. 2-06: : a�w,� �� yr� z t`-� � � ,, ��-s � �:I�;�rr���u�w��r��r�ar�cE �, �, <br /> FINISH GRADE �.��P�.��z�_au ;.,�.�,�., ux�,.l� , �-�- -=� �'-' � _-�-, _ � <br /> .o: ,,; . : N � " <br /> ADJACENT _ �_ '� �\I� ; �- `� <br /> _ <br /> �� �� '�`/\ � `� _�� � o <br /> �� PAVEMENT PER i�% �/ � � <br /> 3/8 T0 912 R %/ / / / • , �.� <br /> 3/8 PREMOLDED JOINT FILLER / / / / t , �� �.� -' �7�J1���A��t�����l�T����i��fi� ��I����°�C��IC�t�: � �� C <br /> PLANS ��\�� �� �, . • , \\ �\/, oo �?��� � �7 �d�.�a�+�'TtC�P� s�a� <br /> Fa <br /> PER WSDOT STD. SPEG. 9-04.1�2) ��� .' " %' '����I������t�9�t���� � �"�,AF�IG��T����dt3��TT�F�` �a`t�u���ri��s��t� <br /> i� THROUGH FULL DEPTH OF SIDEWALK WITH INTEGRAL \�/� :. : ,\� „ � , _ <br /> �������������� . <br /> ... <br /> ..� . <br /> , . <br /> CONCRETE PAVEMEN7 ��\ ' .. 3 COVER <br /> . . . . � .A . . . . � , . . . � <br /> CURB <br /> . OVER FOOTIN� <br /> � ' . � � ' ' .•• . 'a � . 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'�� <br /> ( ) A'tcu�g�tAa�s� I,�tr�t�iM�s: ��''�� «, <br /> N THROUGH FULL DEPTH OF ' , , <br /> CONCRETE PAVEMENT , ��t€���at�r�r,����'r��s�� Date:2018.d5.30 15:56:45-07'00' <br /> NOTES. . <br /> NOTES: <br /> � <br /> • 1. DEPTHS ARE COMPACTED THICKNESS. 1. ALL PIPES SHALL BE PAINTED TRAFFIC YELLOW. �' ' ' <br /> ' ° . 2. COMMERCIAL CONCRETE PER WSDOT STD. SPEC. � ������� <br /> d. T ' 4 (FIXED STRUCTURE) 2. REFER TO LANDSCAPING PLANS FOR JOINTWG � � ������� � . <br /> • • . 6-02.3 2 B. � :�����r�cu�� ���, ..--Fa��r���u� �'`:�� ,--t ��� <br /> 1 . LAYOUT. � ) �, : �� _ rap ;; �« .�.-�,���c���u�s � �,� ,�,� �' <br /> �, u,� ���z ��z � ,� �:. _ � �' <br /> � �`ACE C?F C�l�B ' �,. <br /> 3. REFER TO WSDOT STD. SPEC.8-14. --` : � , �--�' � ,„ �� � <br /> � �; �rn�t��s -� , �; �a�an ;: � �=._��-� .�, <br /> SOLATIUN �OINT 4. MAXIMUM CROSS �LOPE OF SIDEWALK SHALL BE ��� �m��r���� �� � : ���z�� . , _ <br /> �z <br /> � ,..��., .�.,,��. ..._�. ,,� - .:,. <br /> 2.00%. REFER TO GRAQING PLAN FOR DETAILED �` �sE��b�srs�e�c`�? _ �: �� �;, �r � .c �,-- � <br /> � ��tra � �s<t�z�t�ra)1�. c� �.�ss� c� � <br /> � - <br /> GRADING. � 1"���t� �' �n����� , : ��°°t��r��. , ��;��r��� «µ ,�'' '��*(;'��'�t s�'�"��' {;�."� <br /> �� <br /> . . . . . . � . . . . . . . . � . . �� ._.. . .�. �. ...._...� . . �1�L �j�F�. - � ;' _ . df'�? y Y�.�. �iltP',....' � . . . . � . <br /> . . . . . . . � . . . . . ��" . .�; .�,.��4�'z'"i�~ _..... � � .�� ���.1L�a� ...4 � �� � <br /> -� , � { , a.:���` �-� :� <br /> ti[�1�1tJ,AY � ' , � n � �� �t{�t�t34�JA'V : , � " a :n ma : -r, <br /> _ � , � l�f�f�[7ltditt!` � F � � R43AbVt1�'«Y ' <br /> CEIV9EIVT C�IVCRETE SIDEV�/ALl� - �Jf� S�1"E FIXED �OLLARD . . .-� .� , . � .� � �,�, � ��;�,�� �:t� <br /> , . . . . . . . . . . �.. .r.... � �. i . . s. .... ..-, .. � . . . .' ;�� ... . � f a �r�..>fi � �. r+ . . . . . . <br /> 1 4 -_ � � :� .y � � � � . . �-- �� � � <br /> _ , � > , �.f � . . � i �' .�,,. �t<,���t�t��:��t��� <br /> SCALE:NTS SCALE:NTS � �' - .� %, � * '� . � � :�a �.N.:,, <br /> y, � F . . � � �_ . <br /> A <br /> � ; , , , r £ ,. :$ •; �,. � �C� ;���" ������"�'� ����� <br /> , , � � <br /> . . � . � . . � . � � . � .. � . . . . . . . . � . . � . . . . . . . . . .. . . . . a .� ', . . �-. o-� . . � . � . � . � � A : .� . . .. � . . ,..�. . . . � . , . . , . . . . <br /> . . . .. .. .. . . . . . .. � . . . . . . . .. . . . � . . .. . . . .. � . � . . � :.�. .:.: g, ,�� , b� �� - . .. . . f'. . , w �.- , ; . . � . . . . � � p��' � " #.:� . . . . +{� ..�y�,�.yq ,�y$� y■yy� y��g ' .,::� y{�■ ..,��qy@.�� . � . � � � . . �,' . <br /> ' ' . ' � . . . . . �. � . �. �. � . . . . . . . . . . � �:. . �. .. ' . .. . . ... . . . . �0��0'��#4�p ! �� � �ii'R�� ryQ� . . . . . . <br /> 1/4"WIDE SAWED ��r�� '� t�ta� , : a at�^ �1t��� : ��+������t s�t��r <br /> � � � � �� ����sv�o-�c���u����.���c�t� <br /> CEMENT CONSTRUCTION JOINT PER ��:rG���� ���,�_ <br /> D/4 r,«�,���,.�3�5,�y��, <br /> CONCRETE WHERE 1NSDOT STD. SPEC. �.����` , <br /> ... �.._ ,�=`Ar�3eE�tGN�ENGtt� �t: . � <br /> SHOWN ON SITE 5-05.3 8 A l�l�,��-F���C�����F�� ���6��t�i +�t7�i����T� 1'���f[��������I�i��J°T ; <br /> . . . . . . . . . . � . . . '. a . . .. . . . . . . . . . . . . � . . . . . . . . � . . � . . ,,, . . � . .. . . ��""�fost�rrspfair;S#�ia Ub6r�r�entot7rc�Rzrtrrf�nn'. . . . . . , . <br /> •. o. • , . ���1���T�Tt���l�'+��R� TR�F�t�:�UF�� �C)t����T�'TR�F�1���1'�� <br /> 6.5° PLAN o A . a . • . • .• , <br /> . � • . < . • ' . . . Q,• . • , <br /> . <br /> '�r>� 5.5° <br /> R 1/2" • . • . • , <br /> j <br /> CONTRACTION JOINT - �- <br /> - ������ �o���E�E C���� - �� ���� : �' - <br /> _ � • � ' ' •� ,: , : `. APPLY CURING COMPOUND TO SLAB � . <br /> �o ° . ° ' . . �n . _ 7 � <br /> . • ' FACE AT A COVERAGE RATE OF 3Q0 3I4°WIDE BY 1" DEEP MIN. PER MANUFACTURER'S - SCALE: NTS <br /> SF MAX PER GALLON TO ACT AS A TOOLED JOINT. FILL WITH DETAILS � , �� y . <br /> a• . d , ' ' <br /> . •d '°, � \ ` /\/\/�`� BONDBREAKER AT LEAST 48 WOURS <br /> � PAVEMENT SEALANT. TOOL <br /> � .. .o� . � . / /� ��\//�\/I� : PRIOR TO PLACING NEW SLAB. <br /> . . V <br /> . . f�� � JOINT IMMEDIATELY PRIOR � PRECAST CONCRETE i �'���� � <br /> _ � � o � � /\ � N TO WSTALLING PAVEMENT WHEEL STOP , �� �'c����nc��a�a�s+�'ss��.�������s������ra � . <br /> / /\� � SEALANT. : , �xC��a��.�a����r��,���u r��ra�s s+��,���� <br /> �s <br /> �;, � �, �, i\�` �\� I ,��� ������r�������ir�r�c��r,����r��vea� <br /> , i ' i / / i� /� F- � I DIAtVIETER PER TOP OF REINFORCING �r���r������arar�������+�avr��`�n,s���: . <br /> i �i\/\� \/\/\� /\ \ z v� ' r� � <br /> - ���\� � � ��r� ��� �� " • . •• ,.. . � , I � MANUFACTURER'S BAR FLUSH WITH TOP , �, _ �tt����`rt�t��a��a1�r°�����t���°t����,�v�t��iu� <br /> 'i�/i�/�//� �/��,/� W � Q. ; . .a . , d . _ a oF c n�cR E �.��� �,� �„��a�t ���, <br /> � . . .. . - <br /> \����, � Y ( DETAILS O ET � � <br /> W . . . . . .< o I . . <br /> 1/2" PREMOLDED JOINT FILLER � c� . . , a . . . . . �, �ec�c��-r��s��r�����r��c��:�ni������,�� <br /> , Q = . . : . � REWFORCING ���a���s. ��°�����a�r�������������xi�r�s.' � <br /> PER WSDOT STD. SPEC. a t-- PER �v����t.�p��s� �. :�, ' �, � , � , <br /> . �. ��t�������r������� ����� <br /> 9-04.1(2)THROUGH FULL DEPTH (FIRSTPLACEMENT) (SECONDPLACEMENT) MAN F C ' , , ,� . ,, ,_ �at������ ��r���r.�vt���i�r����ast�sis��.�€� � <br /> �, U A TURER S <br /> ,, �A,t�Eis���T # ,. „� ,-� ys At�t��51W��AE.[.R�4��"f�����CiER�i��Pt�'S.�lf. <br /> OF CONGRETE PAVEMENT o DETAILS , _.. , o .�� <br /> 3/4" DIAMETER DOWEL. DOWELS TO DRAINAGE ; � � .��',+°-:;� . ��ric��r�a��.����r�v��s��t��+�r��r���n�rs <br /> ', ,.':�. =;: _�:... .. ,: .4;. � u4_,. A�����4'����', �#���l��'I�N�F�}R 7'Y'��4�E�'�X���3�[�tN� � <br /> BE 10" LONG CENTERED WITH SLOT ,,;� � �, ;; ., ,. � , . ; . _� ,. ���r��, � �- . <br /> CEMENT CONCRETE : „ s:o,, ti . � <br /> , �. .._ � ,�;- r .��<<. <br /> JOINT SPACE AT 18 ON CENTER. �� � -�,�H���v� W <br /> �„ _.,. ,�_ _ a :� '�,. �.x <br /> PAVEMENT WITH INTE A DOWEL TO BE INSTALLED IN FORM �! = <br /> GR L <br /> � <br /> . i . <br /> W T AN APPROVED � <br /> H DOWEL <br /> � <br /> r� <br /> CURB AND GUTTER I o <br /> BASKET: LIGHTLY OIL FULL LENGTH I �:�`i'�������{����`�£�I��R�'��L���3���'X��� � tv <br /> N OF DOWEL. DRAINAGE � � , > � rn <br /> � WELDED WIRE MESH W2-6X6 OR APPROVED � , �C Q <br /> SLOT C�• <br /> ♦ <br /> CEMENT CONCRETE CONSTRUCTION �QINT �� , W m � <br /> • � . q •. ' � ' PAVEMENT PER WSDOT 1/2" PREMOLDED JOINT #4 R E i N F O R C I N G U � � <br /> � . 'a ' � : . , � ' '. STD. SF'EC. 5-05 �� FILLER PER WSD�T STD. BAR(MIN.) � W � V W <br /> � a . . , • a R 1I2 IMBEDDED 18" INTO <br /> � � <br /> . . .• CRUSHED SURFACING SPEC. 9-04.1(2)THROUGH SUBGRADE ' <br /> � � "' W <br /> FULL DEPTH OF CONCRETE MANUFACTURERS: ��,�������r��:; , r„ � <br /> �.- � d- W <br /> � BASE COURSE PER . <br /> WSDOT STD. SPEC. 4-04. PAVEMENT GREEN CAST CONCRETE PRODUCTS, <br /> . <br /> \ \ \ \ \ \ \\,\\ \\ �' \�\ e , . a' ' . ' LLC. `. REVISIONS <br /> � �/ / % / / / / SU�GRADE SHALL BE . : FIXED STRUCTURE �- <br /> ����/�\�/�\�/�\�/�\���\/��\��\/�PREPARED PER WSDOT � � '. � • ( � OLD CASTLE PRECAST;INC. � , <br /> STD. SPEC. 2-06. � � HOLROYD COMPANY, INC. _ � `� <br /> : PUGET SOUND PRECAST � ' r.�� .� k_� <br /> _ . . � u -°w <br /> x § ` <br /> ISOLATION JOINT �. . , . .� . . : . ... . ._ �,. . :...... . ... . : <br /> � ��� a��� <br /> � ���������� ����������g <br /> � _ . <br /> � -. <br /> �: <br /> � <br /> . <br /> . �EMENT CONCRETE PA�/EI�iIEf�T - O� SITE GEIVlENT C�i�CRETE Vi/HEEL STC�P �� ����-�����«� , , <br /> : 2 5 � . ,� ���� �� ���� � <br /> SCALE:NTS SCALE:NTS #' � �° <br /> 3/8" PREMOLD I � , ��r�a,��c�a�������������a�r <br /> �,: <br /> ED JO NT FILLER �� �-� R. ,�r,�.. ��;�.�. �, ,�„# �a�i�`7���� <br /> PER WSDOT STD.SPEC: 9-Q4:1 2 �� n„P oare ' ' <br /> { ) w�,�� <br /> � : ������������ • <br /> THROUGH FULL DEPTH OF a�� ��� o5.2s.2o�s . <br /> HOT MIX ASPHALT(HMA) CLASS 1/2„ CONCRETE CURB ��� ', ��'����SE�Cf����' „ : <br /> N WITH PERFORMANCE GRADE 64-22 M . _ - acw,No. <br /> ASPHALT BINDER PER , 14249 <br /> WSDOT STD. SPEC. 5-04. '.a . 3/8" PREMOLDED JOINT ' �r�nwNBv:RJB �esicNeoav:SP <br /> M � : e: 3/8" FILLER PER WSDOT STD. v 1 ' <br /> ASPHALT TREATED BAS� � 3/8°TO 1/2" R SPEC. 9-04.1(2)THROUGH �/'i�R�D�D C�J R� , ReviEwe�sv:JFR <br /> �� Q SNEETTITLE <br /> / ,/ \ \ / \ , / , : . •. - - FULL DEPTH OF CONCRETE _ , : - O _ <br /> i\�\\ \\\\�\\\ \� �\\\� CRUSH ED SU RFACI NG BASE �;�\\ \ �\�\\ \\ \\ \\�\\ � 4 , . . <br /> E: NTS <br /> , i,.//�//�// //,`//�//� � _ , � ���������j//��/i�%:�\ _ . . _ PAVEMENT. , _ SCAL SITE AND <br /> . <br /> , N �/� COURSE PER WSDOT STD. SPEC. �/ N _ • •� � _ _ <br /> .. - <br /> .: . � . , <br /> m 4-04. . � <br /> , . � a . ` � . .�,:� . .: . � SURFACING DETAILS <br /> V, .a e v. 9 . 'a•�. ' .• . .a'• <br /> SUBGRADE SHALL BE PREPARED . d: . :'.. .� + �..� °•� < ° a <br /> o Sl"ANDARD DUTY HEAVY DUTY . , ��, �� � . � :.��. . . <br /> o PER WSDOT STD. SPEC. 2-06. ' .' : , � <br /> : <br /> ' . . I <br /> � I SECTION - . <br /> � SOMETRIC , <br /> � , , <br /> `� EXPANSION JOINT , <br />. Zw � <br /> NOTES: , �- <br /> J NOTES: 1. CEMENT CONCRETE CURBS SHALL BE PER WSDOT STD. SPEC. $-04. � ' <br /> - !-- <br /> � <br /> , � <br /> 1. DEPTNS ARE COMPACTED THICKiVESS. a-- <br /> Q 2. BASE COURSE SHALL MATCH ADJACENT PAVEMENT SECTION AND EXTEND 1' � , ocoPVRicHr zon-ecRa,INC.ALLRIGHTSRESERVED L#.� � <br /> � BEYOND BACK OF CURB. , � �- <br /> 0o � n�q /� n � nA� SHEET � � <br /> � � �BVIf'� P/1VEIVl��T � VI�1 SIT� 3. SEE EXPANSION JOWT DETAIL INLIEU OF F-30.10. ; � � <br /> o � 4.EXPANSION JOINTS 1N THE CURB SHALL MATCH EXPANSION JOINTS IN THE � � �'" <br /> N SCALE:NTS ADJACENT SIDEWALK. <br /> � t.t. <br /> � , � � <br /> W , �. '� <br /> � : : CIJRB AIVD GIJT'1"ER JOINT DETP�iL , �- � <br /> g - _ . 6 _ _ , _ ■ La � <br /> �- SCALE. NTS <br /> w i , <br /> t- - , ' , � <br /> o ' , <br /> ', CIVIC PERMIT SET <br /> IF SNEE7 MEASURES LESS THAN 24'�136;tT IS�A REDUCED PR1NT.REDUCE SCALE ACCORDINGLY <br />