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CURB AND GUTTER IN ACCORDANCE
<br /> �� WITH WSDOT STD PLAN F-10.12-03
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<br /> �I MATCH EXISTING TOP OF CURB ELEVATION
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<br /> MATCH EXISTING GRADE ��
<br /> �� 3/8" PREMOLDED JOINT FILLER
<br /> WIDTH PER PLANS �I REPLACE ADJACENT CONCRETE
<br /> 4' MIN
<br /> x� SIDEWALK TO FIRST JOINT
<br /> EXTEND GUTTER TO ``'�
<br /> APPLY JOINT SEALANT d- TRENCH DRAIN I � P' '• ' � ' � �•�d � �' •' � : ' ' a� �
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<br /> 3" HMA \ SAWCUT EXISTING 3" HMA ASPHALT REPLACEMENT, 3/8» PREMOLDED JOINT � I •,�D . .a , :O,a. � � e ' a� D D . / /
<br /> HEAVILY APPLY SAWCUT I , � � ���� ��������������
<br /> � PAVEMENT FILLER W/ JOINT SEALANT �— � � �� >� ° ., . � \�j\�j\�j\�j\� \�j\�j\�j\�j\�j\�j\��
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<br /> Qo Ooo Ooo �Doo Oo0 Dop Ooo Ooo Oo0 . 4 4 . ' 4 'p �� °o �� �� O . p�O . o'O . o °O . o°O . p�Oeo�O .a�O . o�O . o� � . °.� . . , a . a . . �.e . . . e a
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<br /> o a o o a o � o � o �000 �� � o �o � a , o �oao °oao �� oa �� o � �� o o . o o . o . o�o . o�o . o�o . o�o . o�o . o o . p o a o. o . o�. e .., . � p: . � .a� o �� � � ASPHALT PAVEMENT AND BASE.
<br /> . o o . o o . o o . o . o o . o�a . o o . o�o . o o ? ? o 0 0 0 . .
<br /> 0 0 0 0 0 0 0 0 � . . a . .. �o 0 0 �O � o �D > o �o � a 'o o a �O a � °D o o �O o o �O a . O . p p . p p . o O . o'O ..o O . o�O . o�O . o�O . p � . � , a . .. e•, 'd "� , . '4 .�' • . ,.
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<br /> 0 0 0 0 0 0 0 0 o a a oo �� oo �ooa �o , o �oo � �ooa �� oo �000 �000 � o o .o o . a o o�o . Q o . o�o . o �o . o�o . o�o . a . , ,. . . a: , e � . °�. -0 REPLACE WITH CURB AND GUTTER.
<br /> o O . o O . o O . o [ o O . o O . o O . o O . o O�.q��� � � �o . � o� � . .a . � o,. o. ^ - o � o 0 0 �,��. . � ..� � o� - . .4 . ' a � . p .a . . .
<br /> 0 0 0 0 0 � o o . . a . . . . O . p O . p'O . o O . p O . o�O . p�O . p�O . p O . p . . �a . , . . • .
<br /> O • O • O • �O � Or O�• - ' . � � a. .� ' � . ', .�� � � o 0 0 0 0 0 - ' p ' a p . ' . '' ..p ' d ' �D ' 0 a• • > �
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<br /> HEAVILY APPLY 3» CSTC p ° , 4 REMOVE EXISTING 3" CSTC � a o 4 Q � o o , a , //�//�//�//�//�//�//�//�//�/ �//�//�/
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<br /> TACKCOAT � ° ° � ° ° —=—�� ASPHALT PAVEMENT � a /�/�/�/�/�/�/� ./,�/�/� . �./� ./,�
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<br /> EXtSTING TRENCH DRAIN TO REMAIN,
<br /> COMPACTED SUBGRADE, TYP
<br /> NEW CONSTRUCTION EXISTING CONDITION PROTECT IN PLACE EXISTING TRENCH DRAIN TO REMAIN,
<br /> PROTECT IN PLACE
<br /> TYPICAL ASPHALT/TRENCH DRAIN CURB AND GUTTER
<br /> PAVING DETAIL � TRENCH DRAIN DETAIL ��
<br /> NTS PVA01—PVA02 NTS PVA01—PVA03
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<br /> 3/8" PREMOLDED JOINT EXTRUDED CURB ''PER WSDOT 2n BARK OR EXISTING
<br /> � WOOD CHIP MULCH PLANTER
<br /> � FILLER WHEN ADJACENT STD PLAN F-10.42-00, TYPE 6
<br /> _ _
<br /> � TO SIDEWALK -
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<br /> � EXTRUDED CURB PER WSDOT a�— _
<br /> X STDPLANF-10.42-00, TYPE6 °� .. a� .. . ��� . ° ° ° a ° ° ° � °. < .... \ \ \� \ \ \ \ \ \ \ \ \ \ \ \ \'\ \ \ \ \
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<br /> � .��• . . • e.. n � .D'• • . . • e.. e � .\, �/�/�/�/�/�/�� SEE NOTE 3 �/\/�/�/�/�/� �//
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<br /> m � . . o a . : �..�. EXISTING OR NEW SIDEWALK, SEE NOTES � � o� d . : �.... // �//�//�//�//�//� //�//�//�//�//�//�//�//�//�//
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<br /> o � #3 BAR � � #3 BAR � 6" COMPOST—AMENDED
<br /> ° � TOPSOIL TYPE B
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<br /> � � EXISTING OR NEW HMA, SEE NOTES EXISTING OR NEW HMA, SEE NOTES
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<br /> ¢� NOTES: NOTES:
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<br /> 1. WHERE NEW HMA IS TO BE CONSTRUCTED, EXTEND PAVING A MINIMUM OF 1. WHERE NEW HMA IS TO BE CONSTRUCTED, EXTEND PAVING A MINIMUM OF
<br /> � � 2" BEHIND NEW CURB. WHERE NEW CURB IS ADJACENT TO SIDEWALK, 2» BEHIND NEW CURB. WHERE NEW CURB IS ADJACENT TO SIDEWALK,
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<br /> �� REPLACE CONCRETE SIDEWALK TO FIRST SCORE LINE. REPLACE CONCRETE SIDEWALK TO FIRST SCORE LINE.
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<br /> � � 2. WHERE EXISTING HMA IS TO REMAIN, CONSTRUCT NEW CONCRETE CURB ON 2. WHERE EXISTING HMA IS TO REMAIN, CONSTRUCT NEW CONCRETE CURB ON
<br /> � �
<br /> CLEAN EXISTING HMA PER WSDOT STD SPEC 8-04.3(1)A AND PROTECT CLEAN EXISTING HMA PER WSDOT STD SPEC 8-04.3(1)A AND PROTECT
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<br /> �o SIDEWALK IN PLACE. SIDEWALK IN PLACE.
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<br /> �� 3. WIDTH AS NEEDED TO CONSTRUCT EXTRUDED CURB.
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<br /> x EXTRUDED CURB DETAIL 3
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<br /> NTS PVA0�1—�03
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<br /> m DRAWN BY DESIGNED BY 1. LEI� ' �,�� MCOB PAVEMENT RENOVATION AND REPLACEMENT SHEET
<br /> ,� TLC KJH y��o� w�skr,�� o�;,�.,`�� �,.,"„�o 0
<br /> N o CHECKED BY APPROVED BY ����� � �'���� � ��r� � �� � � p°� '� 7000/7100 HARDESON ROAD, EVERETT, WASHINGTON
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<br /> X LAW RJL � — ,� ,� t � ��.m..��.: ���,�
<br /> � oATE - m''� � PAVING
<br /> � ,
<br /> � � 3/19/18 � �,4 7100 Hardeson Road
<br /> ,d 24089 16015th Avenue,Su�t� �60o D E TA I LS
<br /> �" � �o `��'GISTER�' Seattle,WA 98101
<br /> � 0 3 19 18 KJH LAW RJL CONFORMED SET ��'sSroxnL ��'���' Everett, 65 OF 121
<br /> � Washington 98203
<br /> � � 2Q6.622.5822
<br /> � X N0. DATE BY CHD. APPR. REVISION J 0 B No. : 1600557 ,� www.kpff.com (425) 348-2312 Fax (425) 438-6141
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