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�� <br /> SAWCUT (SEE NOTE 4) Z �— <br /> � . <br /> EXIST TS JT UNSOUND CONCRETE LIMIT B � � LEGEND. <br /> � <br /> OR CRACK EXIST SPALLED SURFACE �, o <br /> 0 <br /> SPALL REPAIR <br /> TYP 90' t 10' � NOTES: <br /> � TYP 90' t 10' 1. SEE PROJECT PLANS FOR SPALL REPAIR <br /> 0" OR 6" MIN LOCATIONS. <br /> EXIST LONGITUDINAL JT OR 2" MIN SEE NOTE 3 <br /> EDGE OF CONC PAVEMENT 2. COMBINE SPALL REPAIR AREAS CLOSER --- PRIMARY DIRECTION OF TRAFFIC <br /> SAWCUT (SEE NOTE 4) THAN 2 APART. <br /> — UNSOUND CONCRETE LIMIT 3. IF THE SPALL REPAIR AREA IS LESS THAN <br /> 6" FROM A JOINT, EXTEND THE REPAIR TO 24" MIN <br /> EXIST SPALLED SURFACE THE JOINT. <br /> �` Z A 0" OR 6" MIN EXIST JOINT 4. CUT AT LEAST 2� BEYOND THE <br /> — � — SEE NOTE 3 RECTANGULAR LIMITS OF UNSOUND 3/8" PRE—MOLDED JOINT <br /> N CONCRETE DETERMINED BY THE ENGINEER. <br /> 3/8" PRE—MOLDED JOINT � FILLER, FULL WIDTH <br /> FILLER, FULL WIDTH TYP 90' f 10' <br /> 1" DOWELS � 12" OC <br /> -- Z <br /> � <br /> z � 3 j8" PRE—MOLDED JOINT � <br /> � FILLER, FULL WIDTH C z � <br /> N <br /> i� p � � <br /> � <br /> Z N ~ <br /> O w `— <br /> W <br /> O N <br /> PLAN 2» M�N <br /> SPALL REPAIR SPAL.L REPAIR REPAIR <br /> � AREA SAWCUT DEPTH �AREA AREA SAWCUT <br /> � <br /> = 2" MIN, 3 Y" MAX SAWCUT DEPTH » » SAWCUT DEPTH SEE NOTE 4 <br /> � UNSOUND 2" MIN SEE NOTE 4 �► » 2 M�N UNSOUND 2 MIN „ » UNSOUND 2» MIN <br /> °- C O N C R E T E 2 M I N, 3 Y 2 M A X C O N C R E T E 2 M I N, 3 1/2 M A X <br /> m <br /> SEE NOTE 4 SEE NOTE 4 CONCRETE TIE BAR <br /> 0 <br /> � APPLY BONDING AGENT <br /> x <br /> / <br /> � � a a . — � - - - . a <br /> � � Q � a v �1 a v • � a Q � a , a I Q a, a � • �a 'a ' ' �l ' <br /> � � Q . . a .4 . a� � . � . ' . ' � � . . 4 .� .. '�\ . � � � . � r � L] , �. • Q a Q � a '.Q � - . <br /> � n 4 <br /> � � � � ° a� a � a �° � �a a a � 3�8�, PRE—MOLDED a �. a . �� � � ° � � � <br /> � a ° Q a a a Q a a � a a a JOINT FILLER, FULL DEPTH � �9" � ° ° ° � ° a : � <, <br /> x a a a � a � a � . � • � � , • a aa <br /> / �/Z�� MIN � � � a a � p _ a_a Q a a ° � a � � a p � � . .� ' � a � c <br /> a,j � � � » . � a a . Q . <br /> 3 � 1" MIN a °� a a 1/2 MIN - a � ° � °� �� � � <br /> > > a a � � ° a a a. Q� °. a I ° ' 4 � �. ' d • � � a � <br /> � � � .p 4. . . . . . , .� � - � % a� . . , p . � . . . . Q � � �a . <br /> mm 4 Q � - � � a Ll � Q . . , d � <7 � � . , � � � :�. . . . � � � . 4. - . . � . , . .. 4,Q . . , . � , . <br /> �� 3#8„ PRE—MOLDED JOINT a ° a � � ° a �, G � ° <� a a .a a � a DRILL & EPDXY INTO � ° a .� 4� a � .na . � � a Q <br /> .�� FILLER, FULL WIDTH ° a �XISTING COI�CRETE � EXISTING� CONCRETE a ° ,, _ � ° EXIST PAVEMENT � _ _ . �. � � � . � � °EXISTIN�°CONC�ETE <br /> �°' PAVEMENT BASE PAVEMENT BASE PAVEMENT BASE <br /> � <br /> o � <br /> �� EXISTING DOWEL 1" DOWEL <br /> --�- OR TIE BAR CLEAN & ROUGHEN SURFACE CLEAN & ROUGHEN SURFACE <br /> � m APPLY BONDING AGENT APPLY BONDING AGENT <br /> > o <br /> � � SECTION A EXISTING SPALLED SECTION B EXISTING SPALLED SECTION C <br /> �� SURFACE SURFACE <br /> � N . . . . � . . . <br /> � I <br /> � ° JOINT OR EDGE OF CONCRETE REPAIR MISCELLANEOUS SPALL REPAIR <br /> � , <br /> � > <br /> o � <br /> � � <br /> ;o <br /> � U <br /> 6) � <br /> O I <br /> o X <br /> �/ <br /> I � <br /> o � <br /> o �- <br /> O Y <br /> O I <br /> '¢ PARTIAL DEPTH SPALL REPAIR � FULL DEPTH SPALL REPAIR 2 <br /> N m <br /> I <br /> m <br /> O � . . . . . . . . . . � . . . . . . . . <br /> � NTS — NTS — <br /> � <br /> x <br /> � <br /> w <br /> � <br /> U Q <br /> � m <br /> O I <br /> � m <br /> O <br /> C� <br /> � . . . � . . � . � � . <br /> I <br /> m DRAWN BY DESIGNED BY 1. LEI� ' MCOB PAVEMENT RENOVATION AND REPLACEMENT s"EET <br /> � TLC KJH � oF wasNr�'�r ��.� <br /> �. <br /> N o CHECKED BY APPROVED BY �����' � "`'���� ��������y���,� � S j fi � 7000/7100 HARDESON ROAD, EVERETT, WASHINGTON <br /> � � LAW RJL � �� � � ������ <br /> � <br /> " = oATE :�: ���€�� � � PAVING <br /> � � 3/19/18 ,� 24089 � �4. 1601 Sth Avenue,suite lsoo 71 p0 Hardeson Road <br /> DETAILS <br /> N � 0 3/19/18 KJH LAW RJL CONFORMED SET �o��SIONAL����1� Seattle,wa 9sso1 Everett, Washington 98203 <br /> � � 206.622.5822 <br /> � N0. DATE BY CHD. APPR. REVISION J 0 B No. : 1600557 ,� www.kpff.com (425) 348-2312 Fax (425) 438-6141 67 OF 121 <br /> � � �.��.� <br /> � X <br />