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SEE SHEET PVC07
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<br /> o GENERAL NOTES:
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<br /> X 1. EXISTING JOINT LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY PRIOR
<br /> � TO CONSTRUCTION.
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<br /> � ~ 2. AT THE CONTRACTOR'S OPTION, AN ALTERNATE CONCRETE PANEL LAYOUT MAY BE SUBMITTED ���� "y �----�� ,
<br /> °' `° � � FOR REVIEW AND APPROVAL. ��` "=���= �
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<br /> ��� 3. CONCRETE PANELS SHALL NOT EXCEED A MAXIMUM LENGTH AND/OR WIDTH OF FIFTEEN FEET. 1 -� �"� �; F
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<br /> � � 4. LENGTH TO WIDTH RATIO NOT TO EXCEED 1.3:1 WITHOUT STEEL REINFORCEMENT UNLESS �'� ��� '� ' ��� i
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<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. �����[. �.�_ � �
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<br /> 6. CONSTRUCT ISOLATION JOINTS WHERE CONCRETE CURBS, CATCH BASINS, MANHOLES, INLETS, � ���R1�,�0 ���� 0 ,
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<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. �
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<br /> o� 7. JOINTS ADJACENT TO STRUCTURES OR FOUNDATIONS SHALL BE ISOLATION JOINTS, 3/4" � � �� �
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<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. �`� -� ..�,� �
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<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
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