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I � l`�„ti`�. I <br /> <----- , <br /> 2 ----------- ��`_--- n � �(. . � � <br /> � <br /> I <br /> > <br /> � <br /> o GENERAL NOTES: <br /> U <br /> � <br /> X 1. EXISTING JOINT LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY PRIOR <br /> � TO CONSTRUCTION. <br /> �N <br /> 3 I <br /> -� _ <br /> a. _ _. . I <br /> � ~ 2. AT THE CONTRACTOR'S OPTION, AN ALTERNATE CONCRETE PANEL LAYOUT MAY BE SUBMITTED ���� "y �----�� , <br /> °' `° � � FOR REVIEW AND APPROVAL. ��` "=���= � <br /> 00 <br /> �=;-�--��- �� <br /> � � J � � � � €� A., <br /> � � ,----- <br /> ��� 3. CONCRETE PANELS SHALL NOT EXCEED A MAXIMUM LENGTH AND/OR WIDTH OF FIFTEEN FEET. 1 -� �"� �; F <br /> �;' � ���VC=1= � ��t� ' <br /> � � 4. LENGTH TO WIDTH RATIO NOT TO EXCEED 1.3:1 WITHOUT STEEL REINFORCEMENT UNLESS �'� ��� '� ' ��� i <br /> z <br /> , �; � <br /> �o APPROVED BY ENGINEER. �������- �Q - ��p:�; <br /> � � � e--.r-.,—,- LI i a <br /> � x 5. WHEN A JOINT IS CLOSER THAN ONE FOOT TO A CASTING, MAKE A MINOR ADJUSTMENT TO MEET �� ���� � <br /> �N THE CASTING AT 90 DEGREE OR NORMAL TO THE CASTING. �����[. �.�_ � � <br /> � � <br /> �� � ��� � <br /> � � z �� ����,��*'�"�"��"� — . i, <br /> 6. CONSTRUCT ISOLATION JOINTS WHERE CONCRETE CURBS, CATCH BASINS, MANHOLES, INLETS, � ���R1�,�0 ���� 0 , <br /> � � �����`���,-�����6�� <br /> �o STRUCTURES, WALKS OR OTHER FIXED OBJECTS, AND WHERE INDICATED. REINFORCE ALL � �u� _ _, <br /> � � ISOLATED CONCRETE WITH 2 SETS OF #4 REBAR. SEE WSDOT STD PLAN A-40.15.00. � <br /> � � <br /> oX � � �-� <br /> o� 7. JOINTS ADJACENT TO STRUCTURES OR FOUNDATIONS SHALL BE ISOLATION JOINTS, 3/4" � � �� � <br /> � � � <br /> o � PREMOLDED JOINT FILLER, UNLESS OTHERWISE NOTED. INSIDE CORNERS SHALL BE REINFORCED �-�:� � <br /> �Q PER WSDOT STD PLAN A-40.15, CONDITION D—F. �`� -� ..�,� � <br /> N m "`' <br /> ' _J <br /> m � � `��� It � <br /> 0 <br /> U <br /> � <br /> I <br /> x <br /> w PHASE 3 KEY PLAN o ,0 20 40 <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 SHEET <br /> � TLC KJH .y� oF wnsr�r��r �,�,�v��-..~�.�..�-.��,,,�o 0 <br /> � o CHECKED BY APPROVED BY o�'��``�' � '�`'���� �� �����t �� � � �� � 7000/7100 HARDESON ROAD, EVERETT, WASHINGTON <br /> N X LAW RJL -� ?��.� . ��.:.,� <br /> � y ���'� � CONCRETE PAVING <br /> � � DATE � , �.. - <br /> � � 16015th Avenue,Suite 1600 <br /> � 0 3/19/18 A�'p '�ECISTER�'� `�'4 Seattle,wa9s1o1 7100 Hardeson Road <br /> � � 3/19/18 KJH LAW RJL CONFORMED SET ��S ���' P A N <br /> SIONAL E� Everett, Washin gton 98203 <br /> � � 206.622.5822 <br /> a � N0. DATE BY CHD. APPR. REVISION J 0 B No. : 1600557 �; � www.kpff.com (425) 348-2312 Fax (425) 438-6141 PHASE � 48 OF 121 <br /> � X ��•/� <br />