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SEE SHEET PVA02
<br /> - - - — — — - - - - - - - — .-- — - LEGEND:
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<br /> � �� / .� � ��� N N N N EXTRUDED CURB PER WSDOT STD PLAN
<br /> � N � � � � F-10.42-00 TYPE 6.
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<br /> �__ '
<br /> � �� �" � w z��� � SEE DETAIL 3, SHEET PVD04.
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<br /> ��� �� � � � � � o! � �
<br /> � . CEMENT CONCRETE TRAFFIC CURB AND
<br /> � � � � GUTTER PER WSDOT STD PLAN F-10.12-03,
<br /> �� � � �� da°� � SEE DETAIL 2, SHEET PVD04.
<br /> j
<br /> ��� FI o �
<br /> \ o , 2 �, � � � �S ASPHALT PAVEMENT CRACK SEAL
<br /> ��� � o I
<br /> ����G � '- � �� ASPHALT PAVEMENT
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<br /> � I �� ,aoaap� .,�::.:...,T�,.>...x'>". CONCRETE SID W
<br /> �;��: .:.�.�. :���;..., E ALK
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<br /> �-' Q � ' '.'.`+`,'� LANDSCAPE RESTORATION
<br /> � � °J U 3
<br /> fl- V
<br /> / 6 �
<br /> 10"r�l, E �
<br /> '� ' � CONSTRUCTION NOTES�
<br /> � � � ��.� .
<br /> � ;�:: �
<br /> —�- � �
<br /> SEAL J INT BE EN / 10" P'N W 2 � 3 O1 TRENCH DRAIN SPALL REPAIR,
<br /> SEE DETAIL 2, SHEET PVD03.
<br /> � SPHALT�AND �� �I , � � � � �
<br /> TR\ENCH RAIN i ,_ � U � � O2 CONSTRUCT 3 INCH HMA OVER 3 INCH CSTC,
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<br /> �� ; ,� . `, o �3 CONSTRUCT CONCRETE CURB AND GUTTER. USE
<br /> � - WHERE CURB IS WITHIN 2 FEET OF TRENCH
<br /> /
<br /> � �
<br /> DRAIN. SEE DETAIL 2, SNEET PVD04.
<br /> i - �� MAINTENANCE
<br /> � -- \ 3
<br /> � �UILDING 4 CONSTRUCT 4 INCH CONCRETE SIDEWALK ON
<br /> \ COMPACTED SUBGRADE BEHIND CURB TO FIRST
<br /> 2
<br /> SCORE LINE PER WSDOT STD PLAN F-30.10-03.
<br /> v! J�
<br /> ��
<br /> � 3 O TRENCH DRAIN CRACK SEAL, APPROX LOCATION.
<br /> � INSPECT TRENCH DRAIN WALL AND SEAL ALL
<br /> �� �::: I�I' �I'u� TRENCH DRAIN CRACKS. SEE DETAIL 2 SHEET
<br /> � � n � PVD03. �
<br /> :� o � ' �
<br /> � :\ �_� Q 3
<br /> �
<br /> � �
<br /> � � � � O CONSTRUCT STORM DRAIN CONCRETE COLLAR.
<br /> - :: ,;� �,,`E SEE DETAIL 1, SHEET PVD03.
<br /> i � / �' _` � � � � �
<br /> � � V � CONSTRUCT TEMPORARY PAVEMENT MARKING TO
<br /> / �,
<br /> � � : �IT , � m � � ,o � �
<br /> � V / - � v = � 3 O RESTORE PARKING STALL DELINEATION AFTER
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<br /> ��� PAVING.
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<br /> ---� -- �—� �g CONSTRUCT 6 FOOT HIGH CHAIN LINK FENCE IN
<br /> � � � � 3 .`� Sv � ACCORDANCE WITH WSDOT STD PLAN
<br /> _� � �' `�' L-20.10-03.
<br /> � - ..�.� �.�.
<br /> � � . 12° PWE ' . . . � C�
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<br /> � \ .
<br /> o / ;;� \ Og REPLACE MAN GATE, MATCH EXISTING.
<br /> � '
<br /> � / 7 P � � s �
<br /> X GENERAL •
<br /> � � :� �- �/
<br /> � � �� NOTES.
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<br /> � 1. ALL VERTICAL SURFACES ADJACENT TO NEW
<br /> , ° �%
<br /> m '� E �uaea c � aarb \ � �` 3 \\ ASPHALT PAVEMENT SHALL BE COMPLET
<br /> ELY
<br /> � `� ���� �R � � � � COATED WITH� TACK COAT.
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<br /> �� �� � � "�— "''- 2. CONTRACTOR SHALL LOCATE AND PROTECT ALL
<br /> � UTILITIES FROM DAMAGE.
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<br /> �' PHASE 1 KEY PLAN o ,o zo 40
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<br /> � m 1 inch = 20 feet
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<br /> � DRAW LCY DESI KJH BY S� LEI�� MCOB PAVEMENT RENO sHEET
<br /> VATION AND REPLACEMENT
<br /> �-m CHECKED BY APPROVED BY ��y4�'�� �eSNj��'�o��c °�� �° ° "� 7000 7100 HARDESON ROAD EVERETT WASHING
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<br /> � x LAW RJL � � ::� ,� . �__ ��
<br /> � � oATE � � � � ` Wr�,�� � �� ASPHALT PAVING
<br /> � o / / 3/19/18 ,��, ,��,z4oss �� ��. 16015th Avenue,su�tE 1600 7100 Hardeson Road P LA N
<br /> � 3 19 18 KJH LAW RJI. CONFORMED SET o,� �iSTER � seatt�e,WA 98101
<br /> �' �_- �SSIONAL E��'� Everett, Washin ton 98203
<br /> N0. DATE BY CHD. APPR. REVISION J 0 B No. : 1600557 2o6.6z2.5szz 9
<br /> � X �,,��fi� www.kpff.com (425) 348-2312 Fax (425) 438-6141 P HAS E 1 4z OF 121
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