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<br /> � • ° ° a � CONCRETE PAVEMENT 10 INCHES THICK.
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<br /> � MAINTENANCE BUILDING •+
<br /> � - CONSTRUCTION/CONTRACTION JOINT WITH DOWEL BARS
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<br /> , PER WSDOT STD PLAN A-40.10.
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<br /> 0 • �;• � � i PORTLAND CEMENT CONCRETE CURB, SEE DETAIL 4,
<br /> � ' ` _ �. SHEET PVD05.
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<br /> � c �,� -�— CONSTRUCTION/CONTRACTION JOINT W/ #5 TIE BARS
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<br /> m sEE sHEET Pvco3 GENERAL NOTES:
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<br /> x 1. EXISTING JOINT LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY PRIOR
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<br /> � � 2. AT THE CONTRACTOR'S OPTION, AN ALTERNATE CONCRETE PANEL LAYOUT MAY BE SUBMITTED � ��--�.�p�.--�__�
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<br /> 5. WHEN A JOINT IS CLOSER THAN ONE FOOT TO A CASTING, MAKE A MINOR ADJUSTMENT TO MEET ' r� � . � 1
<br /> �� THE CASTING AT 90 DEGREE OR NORMAL TO THE CASTING. �-� �- �- '� '
<br /> �N I i f _ _._� �
<br /> � � 6. CONSTRUCT ISOLATION JOINTS WHERE CONCRETE CURBS, CATCH BASINS, MANHOLES, INLETS, � � � ��01; �
<br /> � � STRUCTURES, WALKS OR OTHER FIXED OBJECTS, AND WHERE INDICATED. REINFORCE ALL - ,� �-o�
<br /> �� ISOLATED CONCRETE WITH 2 SETS OF #4 REBAR. SEE WSDOT STD PLAN A-40.15.00. �� � � ;'
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<br /> �� 7. JOINTS ADJACENT TO STRUCTURES OR FOUNDATIONS SHALL BE ISOLATION JOINTS, 3/4n ��� �
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<br /> o � PREMOLDED JOINT FILLER, UNLESS OTHERWISE NOTED. INSIDE CORNERS SHALL BE REINFORCED ,�..
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<br /> Q o CHECKED BY APPROVED BY �����' � NI��'���� ° � ��j� � �� � $�� '� 7000/7100 HARDESON ROAD, EVERETT, WASHINGTON
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<br /> � � DATE � _ �
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<br /> �o ECISTER Seattle,WA 98101 P LA N
<br /> N � � 3/19/18 KJH LAW RJL CONFORMED SET �'�'SSroxnL E�'�'�� Everett, Washington 98203 47 OF 121
<br /> � � 206.622.5822
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