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SEE SHEET PVC�9 <br /> T V W X Y LEGEND: <br /> D E F G H I J K L M N O P Q R S U <br /> � �-- � �� , . . a <br /> � --- ---,'�---� i -- ---- D _ a \ � a , r.� . a °� . a ,� o a ° � CONCRETE PAVEMENT 10 INCHES THICK. <br /> a v� 1 � o v ,;a b� , }� .. \ :a=.�, � �..i � a TS02 <br /> t �' \ �C7 ' \ . . .1. � ,��\`° o ' �`` ' Q`'e.. �v�•, . <br /> i � \. 'ao :. �`. . � � �..a a o. �o. . , �.��.�� � � -�~o�.;�� a o�� a�� � ;,,...� .�..a . . w�o , a�_o a . ; .� \ a.4 v a . ��: �.o � . �a� "�� ° �o . � �.,� .� ��a `-� ��aa M � . � . �� .a. SEE PH03 FOR 3-DAY MIX AREAS � . <br /> , :� (1 ) <br /> i �. o . . � .a . 51. o.' v .� � .. . �, p� . v . . �,..' 'y �._� . q , a � ','�.;, _v <br /> � � �,. a \ \, .� \ . \ . � � <br /> I . \ t �� � '� �. a :,,,� o , , `s,,a . �a .. a''�.� � , � <br /> �i\ i a \' '' °o� ° .Q �l . � �• °�T � c �' a �'4_ ' v' °' \ p '^�, v.° a �. � o, <br /> i 1 �� �1 v . p F. v :\ �� . . � . ,\.0 P . .a` . '0 \� .'v . ' � �\ � ' v p ,�.. � �v v... 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'p� \ / <br /> � \ jl � � � `. .. � . 0� . . \ 1., � V � .7 O pv.. �. \\ v`'�. � .8 ' ���.• <br /> i <br /> � � � � � ` � 1 � � \ ' : ._a . � ' �v o `� ,� v \� . . . '. . <br /> v a <br /> I __________�__ _____�____�_ _ ___ ____+_ _______4___ , v � p �, a o \ v . <br /> \ 9 0'. <br /> \ � <br /> [� � � � � �- � y �\ . . � \a O d.� � ..� a , 9 � v , � . <br /> � � � I \ . � Z pC��,. . � \ D' .V a�`\ . ` � � ' Ql .�•' '� ' �4'�0, . . V\.` O� . . . \� � 0 <br /> � �I � I � I ! p. Q.1�, 'Q.Q p � .\v``O .V .\:. .p��: \ .. �� D ;•w,�p\, . . V '. . .v \� ` v� . . ^� � a \*� �0 ' \..... .v . <br /> � , . a. . � 1 O� � � Q �. �0 ' . \ '0 . :�.�.. � . �"..�� a..D.. ' O \�� <br /> � 34 � i � i v�a � � ;.�.� � �,, 0 .� '^,�v� � . S. ' .o . \ ' v 1 � <br /> " � a� ; ; '� , ° ,� ` ° � � a��� a a� a . � � a �'~�,;a� a � �,,� �, �,r� <br /> / � . . U U� i Z i i . ., . o: � ..� $. � ' o . a. . �. �o .�� . . . .° ' .. . ' . �� � . <br /> N — � � _�_ I � I � � ° ��.�o � ' v � ?a�� '\� � \.�.o ' o . v 0�~ ' �� <br /> t� < . <br /> - --- -- -- <br /> � � -� I--- - ---F—�-- ° °� �`` v <br /> ; <br /> .„, „� v <br /> ��, <br /> _ . <br /> ... � . . Q? `+ p� . a. <br /> __.�__ . �. . . <br /> _ � .. ��; I � 0 � � I -----�- o ,. ,� _ <br /> ? � v ''-.. . � �'- �,� '`�� \' ' . \ ' \. ° a �`Q. <br /> � <br /> > <br /> m sEE sHEET PvcoS GENERAL NOTES: <br /> 0 <br /> � <br /> � <br /> X 1, EXISTING JOINT LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY PRIOR <br /> N TO CONSTRUCTION. <br /> � , <br /> 3 = <br /> U �n>. � gs�..__�"___,." �-r <br /> 2. AT THE CONTRACTOR'S OPTION, AN ALTERNATE CONCRETE PANEL LAYOUT MAY BE SUBMITTED ��-���--� � � <br /> 0 0 .�...._�.�..�+ ��'�- ; <br /> /� FOR REVIEW AND APPROVAL I ��°--� _ --=�---��� <br /> � <br /> ��� 3. CONCRETE PANELS SHALL NOT EXCEED A MAXIMUM LENGTH AND/OR WIDTH OF FIFTEEN FEET. I � ` � � � <br /> �� � � P�V��1-� - �: �-i=2� � <br /> Q � OT TO EXCEED 1.3•1 T UT STE L REINFORCEMENT UNLE ���i�-�-r-r-�-��-�� ! <br /> 4. LENGTH TO WIDTH RATIO N . WI HO E SS �w , , <br /> U <br /> '� APPROVED BY ENGINEER. �P��� �� ���'�G�1�0 �� <br /> � m �� �� � � <br /> m � �� �� �r'�; �_ <br /> � X 5. WHEN A JOINT IS CLOSER THAN ONE FOOT TO A CASTING, MAKE A MINOR ADJUSTMENT TO MEET ���Y� 7�.���` - . �O8 <br /> o , �,� A��'��� €� , _ � i � <br /> �� THE CASTING AT 90 DEGREE OR NORMAL TO THE CASTING. � � � ��� <br /> �- N ;���-«��",�'^�.�'" =i�f��_ ��_. � ( <br /> �_ � � ( �� <br /> � 0 6. CONSTRUCT ISOLATION JOINTS WHERE CONCRETE CURBS, CATCH BASINS, MANHOLES, INLETS, � PVe_� ��- '��t06,� � <br /> � �' STRUCTURES, WALKS OR OTHER FIXED OBJECTS, AND WHERE INDICATED. REINFORCE ALL � ������ � <br /> m � � � <br /> �� ISOLATED CONCRETE WITH 2 SETS OF #4 REBAR. SEE WSDOT STD PLAN A-40.15.00. � �' ; � <br /> o � � � � _� <br /> �' 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 ,4...� � '� <br /> �Q PER WSDOT STD PLAN A-40.15, CONDITION D-F. �-� �� � <br /> N m <br /> I <br /> m � <br /> O <br /> U <br /> � <br /> I <br /> w PHASE 3 KEY PLAN o �0 20 40 <br /> o m 1 inch = 20 feet <br /> �- m <br /> 0 <br /> U . . . . . . . . . . <br /> � <br /> I <br /> m oRAwN BY DESIGNED BY S LEI � MCOB PAVEMENT RENOVATION AND REPLACEMENT s"EET <br /> ; TLC KJH ,y��o� �asy�cG� ����,�„�,��,�, ��o o � <br /> Q� CHECKED BY APPROVED BY $�'�� � �o�� � �r t t r� � � �� 7000/7100 HARDESON ROAD, EVERETT, WASHINGTON <br /> N � LAW RJL � � ��` �, <br /> �}g ��`y� � ���l�� � `' � CONCRETE PAVING <br /> � x � - <br /> � � DATE <br /> � � 3/19/18 ,0 24089 � ��. 1601 5th Avenue,suite ssoo 7100 Hardeson Road <br /> N o �o ��'GrSTER�' Seattle,WA 9g�o� P LA N <br /> � 0 3/19/18 KJH LAW RJL CONFORMED SET ��SSIONAL ���'�� Everett, Washington 98203 <br /> � � 206.622.5822 <br /> � J 0 B No. : 1600557 www.kpff.com (425) 348-2312 Fax (425) 438-6141 P HAS E � 50 OF 121 <br /> � X N0. DATE BY CHD. APPR. REVISION � <br /> �•�°.�:� <br />