Laserfiche WebLink
SEE SHEET PVA02 <br /> - - - — — — - - - - - - - — .-- — - LEGEND: <br /> � <br /> �� � � a <br /> ~ �' �---- —w u✓— <br /> ��� � � �- � <br /> � �� / .� � ��� N N N N EXTRUDED CURB PER WSDOT STD PLAN <br /> � N � � � � F-10.42-00 TYPE 6. <br /> a � / Q � � � u u iiJ <br /> �__ ' <br /> � �� �" � w z��� � SEE DETAIL 3, SHEET PVD04. <br /> / � � ``'Wa ' --- <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 <br /> ; a-�-�--�—Qs— <br /> �' �� o �: 3 0 � � I . <br /> / ��./ ]: . . � . ' :r` .i�..:1_ :'�.:�Ya�:::�(�+� <br /> � I �� ,aoaap� .,�::.:...,T�,.>...x'>". CONCRETE SID W <br /> �;��: .:.�.�. :���;..., E ALK <br /> / i I` <br /> � <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, <br /> o � � � <br /> s , <br /> � o� <br /> � <br /> Q _ ,i <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 <br /> � :.�; � � � <br /> ��� PAVING. <br /> m � �. . a � <br /> o � . <br /> � �:� � � ' w w � � � � u � <br /> , � . . , �� ::��::;;;.,:: � 2 . , � <br /> x ����' r:::::::::�: <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� <br /> I <br /> z � ::� �''� ��•'� � <br /> � \ . <br /> o / ;;� \ Og REPLACE MAN GATE, MATCH EXISTING. <br /> � ' <br /> � / 7 P � � s � <br /> X GENERAL • <br /> � � :� �- �/ <br /> � � �� NOTES. <br /> zl ���_ 3�� � �� <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. <br /> x 8�� �R � � I <br /> �� �� � � "�— "''- 2. CONTRACTOR SHALL LOCATE AND PROTECT ALL <br /> � UTILITIES FROM DAMAGE. <br /> � � •g�� F� <br /> Q I o � <br /> > o � � � r�litmt iflt!rtnmit���%�� � I <br /> ��p �s,� Y„����,Pi�A01 I <br /> � � o � �1 J' � � ��„ � <br /> 0 0 � 'Chain L�nk Fenc � � / °�,���u,�E�'l�r�.��..� �..,.�_us���u�� � <br /> " --- <br /> � c� > 8 _ _ _. — - '� I Uti7ttrr�rr�r+rM.tmtnrmurtmr `mnnn irrm7 �,,,. <br /> � � � � � \ ` E e of C nc � ��� ���� � � ! <br /> ,a�'� o o�1 \\ � ��r��',;���a,I,:ll11 i�jl I,�.�'-rc�-�� <br /> �/ s � � 1 �' �r�`,�z�`';� { <br /> a� e� � � s tA r <br /> �r � � � �r._ <br /> Q� � �1 l �'��r 0�7� . � <br /> o = ~ `fl���jry��.��' ('�`�jj'�'}�(fj'{'�'! ._"t�y. _ <br /> � � � p �'i k���"54'r.•�� IIIII��1111 �V. <br /> �� � , `_ 21 2 0 � ��������";i���� <br /> � o a; �' � � � 1 1 1lIIIN- ill � � <br /> m � ` � �� ��i���� �� E ,. � <br /> , r <br /> � x ������� � <br /> �i � � � � � � � Nil� li II I� I�i' lil7 f I � � <br /> � i <br /> �; � I�' jI�! II I il li I11 1lI�� � <br /> � ' il�llll��..i _!_� L_! .� . <br /> O n- � � . . . � . � <br /> /m . . . . . . a�--�---.,,_��-.. <br /> O \ <br /> � <br /> rn U . . a ���5� . <br /> O I �'j <br /> � X Ll�, � x '� <br /> / <br /> j ��„�ny�c` � <br /> � � . �_ ��;Tfnilii"J <br /> � � � mi <br /> � Y 1p.� , <br /> co w `'`���, a�: <br /> %¢ <br /> o I �n rniR� <br /> N m <br /> m � . . . �` ~` � <br /> U <br /> � <br /> O . . . o..,�'�� � <br /> X <br /> / <br /> �' PHASE 1 KEY PLAN o ,o zo 40 <br /> � <br /> V Q <br /> � m 1 inch = 20 feet <br /> 0 <br /> U <br /> � <br /> X <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 <br /> �- � o � �. � �!��/�,1"� �15 I� . � , , TON <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 <br />