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ADJACENT 15' TYP <br /> CONCRETE MATCH GRADE <br /> PAVEMENT MATCH EXISTING <br /> 1.66%t <br /> MATCH GRADE <br /> � . <br /> . . . . `y',� - . . . . <br /> .,�. . ¢� . . . <br /> . �'. 'Y�•.. . . � . . . . .., . .. . . <br /> . . . . ;�a. p. <br /> . a,:p,r�..:;° . ' . a . . <br /> , . . •��•' .•�• . <br /> 'D � "a. ' . . . . • ' � �a.. � <br /> i--- � a <br /> . . \\�__�\u R n ... � . <br /> .���, ..��a y �' .,'.. <br /> ������ ��� <br /> �����\� /����j� <br /> �/,��./���./���./���/���/��/./���./���/��/%�/%�/ ��/%�/%�/%�/%�/%�/%�/%�/%�/%�/%�/%�/i�/i�/i��������/�/� � � � � � � �/�//�/ <br /> /�, /�, /�, /�. /�, /�.�/�.�/%�/�.�/%�/%//��/�//�//�//�//�//�//�//�//�/��/��/��/ ,/i�/i�/ ,/i��/i /i��/i��/i��%i���/i�\ <br /> 10" 7—DAY CEMENT CONCRETE PAVEMENT <br /> EXCEPT AS NOTED, SEE NOTE 1 <br /> 6" CSBC <br /> COMPACTED SUBGRADE/GRAVEL BORROW <br /> CONCRETE PAVING SECTION <br /> LOOKING WEST �� <br /> 1"=1' PVC01—PVC013 <br /> �� <br /> ADJACENT <br /> CONCRETE 15' TYP <br /> PAVEMENT MATCH GRADE MATCH EXISTING <br /> 1.66�f MATCH GRADE <br /> , �. <br /> 6. . �{ <br /> Di� j.D' . . _ . <br /> • ��. . . . . . . . <br /> , . 'q � . 14: � y. <br /> .% . t q � �., . . . .. . .. <br /> . . \\\ \\g � � . . . . � . . . � � . '��i.. .�'�.sD��i . ; . <br /> //\/j\ . . . . .,�'. •ti <br /> /%\�/%\�/%�/./�/ / / / / /�/�/ /\ \ \ \ \ \ ��/��/�� <br /> � ./�/./�/./././�//�//�//./ ./�.�/�.�/�,�/�.�/i��/�.�/i�/i�/i�/i�/i�/��/��/�//; �//�//�//�//�//�//�//�//�//�//�//�//�//�//�/�/� \ \ \ \ \ \ \ \ ��/��/� <br /> � � /� /�//,.//,.//.//./�./��/ ./��/��/ ,/i�/i /i�/i�/i��/i��/i�\ <br /> � <br /> ~ 8» 7—DAY CEMENT CONCRETE PAVEMENT <br /> m <br /> 0 <br /> U <br /> � <br /> � 6" CSBC <br /> �� <br /> � <br /> 0 <br /> � <br /> 0 <br /> � COMPACTED SUBGRADE/GRAVEL BORROW <br /> � CONCR TE PAVING SECTION <br /> � <br /> � <br /> � OOKING WEST E <br /> m <br /> 0 <br /> � <br /> � <br /> � 1"=1' PVC01—PVC013 <br /> � <br /> � �� <br /> o GENERAL NOTES: <br /> 0 <br /> � <br /> � � 1. SEE SHEET PH03 FOR REQUIREMENTS <br /> � <br /> o OF AREAS TO BE CONSTRUCTED WITH <br /> � <br /> � 3—DAY CEMENT CONCRETE MIX. <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> � <br /> � <br /> N <br /> U <br /> � <br /> O <br /> m DRAWN BY DESIGNED BY S. LEI� _ MCOB PAVEMENT REN�VATION AND REPLACEMENT SHEET <br /> �o CHECKED BY APP OV D BY ��"y��°F W�s�f�����c �ti�° ° � 7000 7100 HARDESON ROAD, EVERETT, WASHINGTON <br /> � ���11t�'� �"� �1SIt� � <br /> N � LAW RJL � � m , � .� �r.������ <br /> � — oATE � �� � TYPICAL <br /> � � 3�19�18 �� ��, �o �,�,4 7100 Hardeson Road S E CT I 0 N S <br /> ,� 24089 1601 Sth Avenue,Suite 1600 <br /> 0 3 19 18 KJH LAW RJL CONFORMED SET o�,s GISTER �� seattle,WA98101 <br /> � -� SIONAL E� Zoe.622.5s22 Everett, Washington 98203 <br /> �' `` J 0 B No. : 1 6 0 0 5 5 7 6 0 O F 1 2 1 <br /> o � N0. DATE BY CHD. APPR. REVISION �,,��,� www.kpff.com (425) 348-2312 Fax (425) 43$-6141 <br /> � x <br />