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SEE SHEET PVC12 <br /> Y Z AA BB CC DD EE FF GG HH II JJ KK LL MM NN �O PP QQ RR <br /> LEGEND: <br /> , � a a �-. _ . � ° � ICK. <br /> . a. a . . - <br /> ' ° ° �,. � `� '� �� � � � I � I ° a � CONCRETE PAVEMENT 10 INCHES TH <br /> < ° . � a <br /> , i ---- - --- <br /> � �- � TS02 <br /> � ���, � �~.� � � '� � � � �� � � " � � � � � �, � � ; � ' ` SEE PH03 FOR 3—DAY MIX AREAS <br /> - � � � ���* � , , , , � � � � � � � � � � � � � N a <br /> � � � � � , �:,, , , � � �`�, � , � � �,, � � � � , <br /> � h I I ��� I � � � I I � � I 4� I I I I � I I � 1 ' ' � <br /> �\ i � i i i i '� i i i i i i i�r_____t_� i i � i i i i i <br /> �� J i � i i � i I � I I I I � i �� I � I I �I �I I I I I I � � N <br /> \i/ . I I I I I I �. I � I � I I I l I I 1 I 1 � . . . <br /> � �i I I I I I \ I I� I I I I 1 1 � � <br /> � i i i,, � i i i �i � i J i i � i i i i i II �. <br /> `'�_—' ���`�, � ��-�. ; ; `�., � � ' � � �. `ti �,.! 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'Q � a . ` ; . <br /> � <br /> �. . . . � . .�. . . , •`�.. � . . . o � .�. . `; . o L v <br /> � . . . . � � . . .� . . , . e` � '�`. . .----,- � - �- --�- T---- <br /> > <br /> ,. . . . � . . . . � r 1 l : ',_ � � � � <br /> ? sEE sHEET Pvcos GENERAL NOTES: <br /> m <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 /> � � 2. AT THE CONTRACTOR'S OPTION, AN ALTERNATE CONCRETE PANEL LAYOUT MAY BE SUBMITTED ,Cr�� � j <br /> i � ,���------«��_����, <br /> 0 o FOR REVIEW AND APPROVAL. ����� =� . � <br /> �X � � � / � il �.�=�.� � ���, � ! <br /> �' 3. CONCRETE PANELS SHALL NOT EXCEED A MAXIMUM LENGTH AND/OR WIDTH OF FIFTEEN FEET. / T- <br /> °� '' �PVC==� ���2'. <br /> /�I I � �� I 1 <br /> 4. LENGTH TO WIDTH RATIO NOT TO EXCEED 1.3:1 WITHOUT STEEL REINFORCEMENT UNLESS "�'��'�� �� ��� <br /> o = <br /> �¢ � � ;,��`, ���a <br /> � APPROVED BY ENGINEER. —�—P_��—C.��_ 9— S���P1I�10� <br /> > o <br /> �!�� _���������t� <br /> o � —r ' -�——�- ��` i <br /> � x 5. WHEN A JOINT IS CLOSER THAN ONE FOOT TO A CA STIN G, MAKE A MINOR ADJUSTMENT TO MEET � � �� �_ Y Q <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 T I N . ���� � _ �j � <br /> � °� 0 TS CONC ET CURBS C TC BASINS ANHOLES INLETS PVC� P'� 06�-� <br /> 0 0 6. CONSTRUCT ISOLATION J IN WHERE R E , A H , M , , � ��� <br /> � m S T R U C T U R E S, W A L K S O R O T N E R F I X E D O B J E C T S, A N D W H E R E I N D I C A T E D. R E I N F O R C E A L L � �� ' t�;�� <br /> �� ISOLATED CONCRETE WITH 2 SETS OF #4 REBAR. SEE WSDOT STD PLAN A-40.15.00. �� ' �� �,�' <br /> o � '�--�=�� <br /> oo x � ��� <br /> � 7. JOINTS ADJACENT TO STRUCTURES OR FOUNDATIONS SHALL BE ISOLATION JOINTS, 3/4" ,�� <br /> PREMOLDED JOINT FILLER, UNLESS OTHERWISE NOTED. INSIDE CORNERS SHALL BE REINFORCED �~�.,_. ` �� <br /> � � PER WSDOT STD PLAN A-40.15, CONDITION D—F. �` ��, ��J <br /> i¢ �„, � <br /> N m �y J <br /> I �� <br /> m <br /> � �`a� <br /> U <br /> � <br /> � <br /> " a �0 20 40 <br /> ' PHASE 3 KEY PLAN <br /> w <br /> �' 1 inch = 20 feet <br /> U Q <br /> m <br /> O I <br /> � m <br /> O <br /> U <br /> � <br /> I <br /> � DRAWN BY DESIGNED BY 1 LEj MCOB PAVEMENT RENOVATION AND REPLACEMENT s"EET <br /> m TLC KJH � oF was `��'�r ���.. <br /> NI 7000 7100 HARDESON ROAD, EVERETT, WASHINGTON <br /> N o CHECKED BY APPROVED BY ����� e �`'�'���" ��� (,��j'� `��°� � �j� � � <br /> N � LAW RJL ,� _ �' � _,.� .� � . ���� <br /> � X oATE �rr"`� �� CONCRETE PAVING <br /> � , <br /> �- <br /> � � 3/19/18 0 �,4 7100 Hardeson Road <br /> `�' � A�'o ��'G STER� Seattlet WA 98101 uite 16�0 P LA N <br /> _ � 3/19/18 KJH LAW RJL CONFORMED SET ��'SSroxnL ��'�'`� Everett, Washington 98203 53 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 /> �•�..� t' <br />