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Y Z AA BB CC DD EE FF GG HH II JJ KK LL MM NN 00 PP QQ RR <br /> LE�END: <br /> ° ° � � CONCRETE PAVEMENT 10 INCHES THICK. D <br /> � ` � SEE PH03 FOR 3-DAY MIX AREAS TS02 <br /> � a. . <br /> ti Q . . � <br /> � I � CONCRETE PAVEMENT 8 INCHES THICK. E <br /> � p TS02 <br /> M � � <br /> � � <br /> � ASPHALT PAVEMENT <br /> � � <br /> N . . . . . . <br /> � �' I + v v � � LANDSCAPE RESTORATION <br /> � . . . . . <br /> . . � � . <br /> Q � <br /> . . . . . . <br /> � <br /> � MAINTENANCE BUILDING <br /> (` � CONSTRUCTION/CONTRACTION JOINT WITH DOWEL BARS <br /> � <br /> a PER WSDOT STD PLAN A-40.10. <br /> � � PORTLAND CEMENT CONCRETE CURB, SEE DETAIL 4, <br /> � � ,�, � � <br /> � .. � SHEET PVD05. <br /> 12�I �F R �o 0 <br /> � � � ��6 CONSTRUCTION/CONTRACTION JOINT W/ #5 TIE BARS <br /> ; c � � <br /> � � � Q" � �' p C� 16" OC. 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', i �i i C/�i ' . <br /> — --t---- . ��-----t--------i--�-------r-------- r----------�----------I---------i- ------ - t--------�--`y------i--'-----'—1'------- � ----I--------k----------t---------- -- ----�+--- - --- � <br /> � .i �°e. i i `! i � i `� i � ' � i i i i i � i i � i ' \ <br /> I � 0 , � i � i i i i � i i�, i i <br /> X '� ti i i � i i i � � � <br /> i•' ''`: � i � � �^t"''•a i i S i i i i � � i i �� i <br /> O i . i i i i i-,,,, i i i i <br /> / i � �i i � i i i � � I i i , <br /> �/�\ � h, I I I I I I � � I I � i � � <br /> N ( � ) I � I I l� � � i I I I I I I ''t I I � � � <br /> I I I I I I l <br /> � , <br /> � \i/ i . i i i'..--.., i i ''', i . i i i � i � i : i � � i i �� C� � <br /> = i � � i i i � i i �^�. ,�i i i i �. � � i -*J ,, � . <br /> a_ i � i \. i ; `'`, � � �i� i i i i i �i i i i o� � N <br /> �— --+----- ---------+------,4----�------ —�- -4.- - ---------�----- '- <br /> \ <br /> a� <br /> � , ----- ------ - <br /> --�- - -- ------ -------� ` � �^ <br /> � � , � . � � ---��--------+---------�- �- -,---- ---�------�� ---+ ---�-- ----- ' �- <br /> � � � � : -�-.---------- --- , - - , <br /> . � <br /> m sEE sHEET Pvc�o GENERAL NOTES: <br /> 0 <br /> U <br /> � <br /> X 1. EXISTING JOINT LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY PRIOR <br /> N TO CONSTRUCTION. <br /> � , <br /> � _ <br /> -� _ � <br /> ' � 2. AT THE CONTRACTOR'S OPTION, AN ALTERNATE CONCRETE PANEL LAYOUT MAY BE SUBMITTED ���----�-----��- �J � <br /> � � <br /> 0 o FOR REVIEW AND APPROVAL / -�-�` -"� ��--=--�� , <br /> � � _ � <br /> � � I �� _ ��-� � <br /> ��� 3. CONCRETE PANELS SHALL NOT EXCEED A MAXIMUM LENGTH AND/OR WIDTH OF FIFTEEN FEET. / ; ' �/� �������������� <br /> j� i � ���b�'''-�T � ����`�"'�, <br /> ¢ ° ENGTH TO D H RATIO NOT TO EXCEED 1.3:1 WITHOUT STEEL REINFORCEMENT UNLESS "��� ' ' ���������`��h� <br /> �� <br /> 4. L WI T , f �� i �� <br /> � m APPROVED BY ENGINEER. py�_p�`9�-'_-_� Y 10� <br /> > � :i�l--�= _ r_ �� � I <br /> � � <br /> o X 5. WHEN A JOINT IS CLOSER THAN ONE FOOT TO A CASTING, MAKE A MINOR ADJUSTMENT TO MEET �� .�- l v . Qg,- E <br /> �� T H E C A S T I N G A T 9 0 D E G R E E O R N O R M A L T O T H E C A S T I N G. �-�-�,-_ . __ i ( <br /> � N <br /> � � 6. CONSTRUCT ISOLATION JOINTS WHERE CONCRETE CURBS CATCH BASINS MANHOLES INLETS PV 0 � GOG �� <br /> � m STRUCTURES, WALKS OR OTHER FIXED OBJECTS, AND WHERE INDICATED. REINFORCE�ALL t �� ��,-��.,�;---�! ,'"�;. <br /> '� ISOLATED CONCRETE WITH 2 SETS OF #4 REBAR. SEE WSDOT STD PLAN A-40.15.00. � � `� �' <br /> � <br /> � � , <br /> � <br /> O X � � � <br /> o� 7. JOINTS ADJACENT TO STRUCTURES OR FOUNDATIONS SHALL BE ISOLATION JOINTS, 3/4" � ��� <br /> UNLESS OTNERWISE NOTED. INSIDE CORNERS SHALL BE REINFORCED �,� � ��� <br /> PREMOLDED JOINT FILLER, � <br /> �Q PER WSDOT STD PLAN A-40.15, CONDITION D-F. `` �.. ...�... <br /> N m ^� � � <br /> � ��- II <br /> U <br /> � <br /> I <br /> w PHASE 3 KEY PLAN o ,o zo 40 <br /> o ¢ 1 inch = 20 feet <br /> -� m <br /> 0 <br /> U <br /> � <br /> I <br /> � DRAWN BY DESIGNED BY <br /> m T�c K�H � '. LEI�� �,��.�� MCOB PAVEMENT RENOVATION AND REPLACEMENT SHEET <br /> i � �pF VPASNI� lj� O�"� ' p p � <br /> N o CHECKED BY APPROVED BY �2���`` � `'�'o,��" �� ���'j�� °��'� � � �� � 7000�7100 HARDESON ROAD, EVERETT, WASHINGTON <br /> N x LAW RJL � �. � ���.��� <br /> �j �� F CONCRETE PAVING <br /> � ��3ii� �: <br /> � � DATE <br /> � � 3�19/18 ,0 24089 � �. 16015th Avenue,sU�t� 1600 7100 Hardeson Road <br /> `" � � 3�19�18 KJH LAW RJL CONFORMED SET �o��,s�'G�sT�R���.�,� seatt�e,WA 98101 P LA N <br /> SroxAL ��' Everett, Washington 98203 55 OF 121 <br /> � � 206.622.5822 <br /> � X N0. DATE BY CHD. APPR. REVISION J 0 B No. : 1600557 � www,kpff.com (425) 348-2312 Fax (425) 438-6141 PHASE � <br /> ���,��� . <br />