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� <br /> LEGEND: <br /> 2 <br /> n <br /> � EXTRUDED CURB PER WSDOT STD PLAN <br /> � � a <br /> � �, c W� z F-10.42-00, TYPE 6. <br /> �� s �� �,�� � SEE DETAIL 3, SHEET PVD04. <br /> O W U <br /> o �� � . . zZ . . . . . <br /> � Y Z <br /> ��` �� �I CEMENT CONCRETE TRAFFIC CURB AND <br /> 6� �"°'n '�nk fe��� GUTTER PER WSDOT STD PLAN F-10.12-03, <br /> I 12° CEDAR 12° C=DAR � <br /> �� <br /> � i � <br /> ��' � , ; ` ,-__,, , -,K�-_, - - � - - - - ��_� ,�_-� ��?- o �� - -- - � SEE DETAIL 2, SHEET PVD04. <br /> i �---����i � � � onc Retainin Wall o ,t'-� o i � t� <br /> ����'� � '� '� � ��' '� °�� '� �� � � ' p � � ' �� �'� ° � �� � � �� � � � �I � �s ASPHALT� PAVEMENT CRACK SEAL <br /> � � N I� �'� I <br /> � ,— <br /> � � � , \ , �' � ° �T—� � � o � <br /> � -- f � ���il2'� CFDAR - � � � <br /> I '"� FIR �6° FIR 16° FIR g'� � IR 12" FIR 12° FIR � � 6'Chain Link�Fenc � ' , � � � � � � � <br /> .� �, a1e ,��oaR �--- � I � ASPHALT PAVEMENT <br /> 12" CEDAR � I ''� � � �' �' <br /> � � � �- S�� Con te . <br /> � � S D � S D S D D S D �, I ..s.;�,,.:.,.;�y?;;r;L;' <br /> r-S D S D S D S D S --�—S o�- D- � � .�.4: '• <br /> � r Q on� u '� �' ;:,:�' ;�;a.:� CONCRETE SIDEWALK <br /> - - - - �- - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - `: ������� oI I � . � . . LANDSCAPE RESTORATION <br /> � .. . . 2 � �, �� � � �`�� ������ ��� � � � . . � . . <br /> .. ....... ............ n <br /> r: � ` '�` i�?;' �:� � _ <br /> .... ...... . <br /> . �:; N J o-' \ L , :: '�J � I � <br /> , ' � I '• •:�:�'�: .•. . � <br /> ... . � . N . .'.•. .•.• • I <br /> :r�.��'..'..; r .'.Ca'.�.��^�w Asphalt— �r, cn� �;:.��;,��;�•::j:::;: ;.o ri <br /> . ...... <br /> — .m• �(n�(n i- r'� m w . �r�:��,:�;�:,�]: :rT;�::EJ . U . . a; . . I . . . � . <br /> ........ ......... . <br /> ::�:���o - �:N..;� .�::.�::.�::::::.�:.�::: �...:� .�:�.�,.�. I CONSTRUCTION NOTES. <br /> ........... ......: ..::.� <br /> .......... <br /> ............. . .. ........:::::::_:�:::•• :�r . 3•a r�::�z�: <br /> �:.�::.•:.�::.... . <br /> ..................... ...... .�.y::.:.::_...�:.: _ _ .� ,,�:r:;. ..�. <br /> .................... ................. � <br /> ..................... ...::...........� - :`� <br /> .................... ........... ::. . <br /> . ...... <br /> . ......:.: <br /> .......... <br /> ......... .. .......:: <br /> ::::��- .J •'�v <br /> ............ ................. .. ................. ••�• _ <br /> .. .:.:'.cr.�•W � •.::. �.•�.. ..�.�' :� �n <br /> � <br /> . � � , � � . <br /> �_ � �w� �� ��� '� '�`�'�'� �``��'�� w I I 1 TRENCH DRAIN SPA�L REPAIR <br /> F- � J ±r�: O <br /> �O J � � �; . " � <br /> `�- /�,' \ � "q "'�`� \� �> �� II �' � :��` �: �'�`��'��, SEE DETAIL 2 SHEET PVD03. <br /> �� <br /> 3 � J::y':� o � � > o� 3 :w�' '�• '!;++�,.:�:; � � I ' <br /> � � � ':��• '•:`}: � � � <br /> � O � � •:�•� ;7';: ( <br /> ,�_ '�`;:�:;' � � � 2� CONSIRUCT 3 INCH HMA OVER 3 iNCH CSTC, <br /> r�� --- o - -� � ,-, �� � � z�� P � � :� ' '':�-�: � <br /> -� F � i� � 12�� ?IN � ` ��� n\ :I.� ,�, z• <br /> �\ 6�� PIN_ 3� � i o�� - � � I � PINE � � � � �:�:�i'�.��;;•. :���.,::;. <br /> � /� - i \� ° � � / / � •�r.�.• ;�'� ( � <br /> �—. o'll �l/ \ C6 � o � � � \ �\ ':�''�,.,.,II; •'I'r:�p;: � <br /> �� �, � �Q/ o ��� � � ���..��2��.1.�.� 3O CONSTRUCT CONCRETE CURB AND GUTTER. USE <br /> -T---�P L ��� �\, P� P �, , , :;;��:�,��.��.V; � � � a WHERE CURB IS WITHIN 2 FEET OF TRENCH <br /> � � � -'-' / . _ '���i'�.�'•�J,' 'lf��.cll'��•� � � . . � . . <br /> . - / _ � .� . � � I I <br /> � . � U „- �,r�.,�� •..�: U � I . . � <br /> � � ��,:�.u�:� DRAIN. SEE DETAIL 2 SHEET PVD04. <br /> �. _— �':• .� SL7.C/} '�I:-�"�• � N � ' . <br /> � <br /> V ('� \ I v �-✓• :. . �� � <br /> � '`�.1 :;1::�� L:��"'��., t� w I I <br /> �� � o � �4 CONSTRUCT 4 INCH CONCRETE SIDEWALK ON <br /> ,�,� � :�:�:�.�:; ':i�::.: � � <br /> � '_:;:, � ::�:���;;;�;,� � � z �a I � COMPACTED SUBGRADE BEHIND CURB TO FIRST <br /> � PVD 1 ��:����4�� ' � `� `� SCORE LINE PER WSDOT STD PLAN F-30.10-03. <br /> � � ;�: �\:� i�� � <br /> - �::� ::1:'•'•;: :� �, <br /> N •��;�, •�'::•. . . . . . . <br /> .V <br /> :��'�•. 0 <br /> .,�::: <br /> :%•:':•:�'.�•'�'�'�'�.••..•�•�• � <br /> N I <br /> :;i,;:�•�:;: <br /> :,. :�,; <br /> :.�::. .', <br /> :�i.• t <br /> ��:�. <br /> u � <br /> ( ( <br /> � <br /> 0 <br /> :F.;. <br /> �r,.,.,. <br /> .t�:•.� <br /> � <br /> a <br /> •r . <br /> •'r <br /> :1:�;::;:� �• <br /> T ENCH I L APP OX LOCATION. <br /> a <br /> � <br /> R DRA N CRACK SEA R <br /> I I , <br /> :�`: 5 <br /> 'ctr':�'.r:'�ri: <br /> :�: <br /> ��,�n <br /> ���:' J 0 <br /> •�•' � <br /> a' � <br /> '_c. <br /> > <br /> � <br /> � <br /> O <br /> -- ��": <br /> .�� <br /> a <br /> - - T�.: <br /> �, • � <br /> INSPECT ENC D AIN WALL AND SEAL ALL <br /> .`• _� TR H R <br /> � <br /> � <br /> � <br /> :��w. <br /> '-:::��_::�: <br /> ��� <br /> .:;�:; .`;:�:�:;: <br /> :`:. <br /> �� <br /> 'c I <br /> � <br /> � <br /> �:�-:�-; , <br /> i�z'c''':�'� <br /> :�r:����':�� <br /> � <br /> �j TRENCH DRAIN CRACKS. SEE DETAIL 2 SHEET <br /> :�: <br /> � ���� ;.�. <br /> / f <br /> :•� :•N. <br /> T�.:: <br /> N•N 6� . �:.'. L <br /> W •� `—� N �•• •r•:• •:� � . . <br /> N N N � � ��--� . ;•C,' O <br /> w � � m .\\. � ( PVD03. <br /> m �� �� �� �� 2 ;:�: ::�:��'��`�:..��;� , � O <br /> _ �� , ,.� � :'.�� �:� :R: 9 (� <br /> cn �w �o� � :..,..: , ..�:::;: ����������'��Y-;� �;;; <br /> �,,_, ��� � � � ��o �`�,;<�� ��� '�`��� ;�;:� I p I CONSTRUCT STORM DRAIN CONCRETE COLLAR. <br /> � - - m , ; :�::;:;�:�. 6 <br /> ``' - � � � ���� �� � �. � � O SEE DETAIL 1 SHEET PVD03. <br /> z I I <br /> � <br /> \ � 1 � — io" �iu� io NE w io"�p�m�� �� ;���:; :�' � , � _ <br /> � — `� � n ::�.: :�: � I <br /> �- — - � _ ;: �I�:�� � �:: 'I � I O7 CONSTRUCT TEMPORARY PAVEMENT MARKING TO <br /> � — ----- a� , — - . '�• ''' :�' :j: <br /> � -_____�-_ _____-_=J - , '�' ������::�:`: ��:�� � RESTORE PARKING STALL DELINEATION AFTER <br /> ' � � � � ::��:i ���T�`�: � ' <br /> � c��_ 10'� PI r _' PINE 8�� P -�\ e .� Udalk � \ c I�� ';�; �� /� PI��N�i. <br /> I — �i, � � ^ —� �` � m � '� ' ••� �.I ! ' I <br /> o _ 4 � , / ' , ' o � � � 2 rL _ :�i�i�. � �Q � / � I <br /> � 2 0 � � o �. � :;� • : :' r.;:•:• <br /> g , , � _ � �, � S�o� :�fi!�::"�.��; °G I ( g CONSTRUCT 6 FOOT HIGH CHAIN LINK FENCE IN <br /> " 3� _,� ... ......::::.....::....:::::..... �- 3�� ::�;:: �;� O ACCORDANCE WITH WSDOT STD PLAN <br /> ,,, � � <br /> o :�: s (� � <br /> / ,� ..�•..• � � :�: :;c��''' I_-a� <br /> � ,� L-20.10-03. <br /> .'.'.: � J :t:•�� rF <br /> � ::::':. .r�.; �: O <br /> S <br /> :.y_. <br /> .... .. <br /> :.... '.'.' <br /> � :.,:::.�::.�.�.�� ��� :�. � ��:�� ����� a� � WIDTH TO MATC EXISTING PANEL <br /> _ .,.: <br /> .. ..... .., <br /> . ... ...... ..�: <br /> ... . ._.T............ ....... .. . <br /> . <br /> ........... ............... .. ::..,.: . .. ................ ... <br /> ..........�::.. <br /> . ...... .......�: <br /> .... <br /> .::.�: <br /> , ... ....... ......... .•.•. •:::.•.••.•.•.�.:•::.•.::•::•'•'•' o Hana �ai� <br /> -r(�` �f;.� '�''';' � <br /> • ..:. .. . . ...... ...... .............�: .........,.. .............. .... <br /> ...'.•'.'.'�'� <br /> ,...... <br /> '...... _ <br /> ......... <br /> ........... / <br /> ... ..... ....... ........ ''' <br /> �- <br /> . . . .. .. ........ ......... . <br /> • , .. ,. <br /> . <br /> z '� <br /> . <br /> .• <br /> . . .... ..... ... .......... ... . .................. •.�.•.•.• :r: <br /> . ......�.. . ...... . <br /> ...r.... ... ....... ........... ................ a � ' '� � <br /> .,. ,. <br /> � <br /> � �� � .. .... .............i......... . .... : •........:�••.�:� �'��: �'���w���:� Q �r r2 . JOINTING TO MATCH <br /> ■ <br /> ` I WIDTH i g REPLACE MAN GATE, MATCH EXISTING. <br /> .� . ,. <br /> m :�. <br /> , � <br /> � <br /> .�� . � <br /> � �:��:�:•:•:•:.:: _�:• , .�� :r: <br /> :,:: �:��:�� ���� ����. ��.��:�:�. EXISTING. REPAVE FLUSH WITH <br /> :r: <br /> _ .:�;. <br /> � <br /> O r <br /> :�::: <br /> .�:• <br /> .��•: <br /> :t <br /> :'r:•;:: <br /> �:r: �'��,1... <br /> U <br /> � <br /> � .'._:_:•'•'� .�. :•i:.: <br /> :;�': <br /> x�! I <br /> �.i <br /> �\. <br /> i <br /> � <br /> •t�'� I <br /> �'.`. <br /> �� <br /> .iL .''.'.•�.' <br /> ADJACENT PAV '�MENT. <br /> :`: <br /> � <br /> � <br /> ,. :�;'��. <br /> :�: I <���� <br /> .c� °{-, , <br /> X <br /> .�. :�:• <br /> ?%w. <br /> �'r' . • <br /> '�. .F.i ,�. <br /> , .3. ,'� . �� .�`:' .:�- <br /> , � 5 � 5 -----,� � :�:: .,. :�: :�,.�: ,; SEAL JOINTS. � GENERAL NOTES. <br /> ` _ ;�:: :�: � ��������� <br /> _ ��_ m � � ` qspn,� a , `; �:��' .�� � o c e e �Brd ?�....:`i <br /> A �: <br /> � Q � '---- o�, �--�� N � � o t ''' ���''''�':� �;:: r�r'�:: I I 1. ALL VERTICAL SURFACES ADJACENT TO NEW <br /> � <br /> . � o� � . <br /> � -s-�— . <br /> � <br /> :F <br /> o � - � . <br /> � u� � `�' W W W—�`_' T R�QQ1 N � � � � ���`� .�:::�:� �����''��' CEMENT CONCRETE ASPHALT PAVEMENT SHALL BE COMPLETELY <br /> � \_ -� �Q _��-+ �� u ii ii � . .,. ;; ; . .• ,��,b <br /> o �— �, i A �-Q � � - � S -' •�'.��'•,\''� . • 'i:...� �, <br /> - :��:���::�:. ���::�:: �::�;_:��� �, DRIVEWAY NTRANCE I COATED WITH TACK COAT. <br /> U � � � � I � . . . � <br /> X � � �� � � � � - � ��� `� �� �j� � � �� �J� � I� �,;. ��; - �' 6" CONC, VER 4" CSBC � <br /> � � , y � �"` ( 2. CONTRACTOR SHALL LOCATE AND PROTECT ALL <br /> � � � . <br /> i � � � � � � ...� � � I� � ,. ..�.:.� <br /> 3= X� � X� ` � a �J -''" �� _ ' Hand Rail Conc Re'taining Nal- I __�_P <br /> Q � -D � � � J � �' � � 9 - - o � ~ I __--P I � .�R� ����� �-� ; UTILITIES FROM DAMAGE. <br /> � - —- - — . . 1k: z....W.:� In uuinu��� i .� <br /> � �������� <br /> I . .',;.,. � r""` �, s'.: <br /> U ((� n(1I(l�( mm�imrnrmr 1 Fa �' <br /> _ <br /> � � '----� � �------ � '� '—' ' ' • . CONSTRUCT INTEGRAL � / �� � � �� �`���� ���� <br /> o __, r- <br /> � � � ----- ---___- � � � �� -�.. ,�f�„�„�� ��� I��f A i � .� <br /> � � � _ � . � ,�� � COnC(2tP I 2WQ � �♦ .1�: ,�.�y�,. i�R��!P..Jl�.+SL k+.E.,Cfir�� "c� � � �5 . <br /> �-- CURB PER CURB FACE / �=-� � ���-�-���������� <br /> % -----_ � � -� -� -� -� � P P �:;; DETAIL WSDOT STD _ 1�.1.�1_ � ���� ��� x <���� <br /> � X � 1 P P � ,� • ,.o' � 1 � ���rtn!vrinnim2rminmr,�trTtrr�.�€-c i�tt �� ����� <br /> •o' o � � � � � .+� I -------- .:. � — r � i ,�.i�(it';,����,r��°�a,� <br /> � �, o � - I PLAN F 30.10. I � �� �: ��,�� �� -���-����� x <br /> � �' � a � - a z � � �..:'.. ! � � 03[l � <br /> ��--� � \\ <br /> Q� ---QI---�-_ � � � � A � / \ �� : ' 12"OVAL / I I ����� C (� II I ��-�-�i <br /> �_ <br /> '�'� <br /> �j � w� �QS QS QS � —Q Q\\ � a Q�J�QS�QS � QS ''�{r.��?:�!. � QS—\ . I . i,"m,. ..���1\\\\1�\i�\l\\l\�-���� <br /> � � � o�� �� � =.���� CONSTRUCT 4 THICK � <br /> � ' � � � � � CONCRETE SIDEWALK PER � � I�i ��y��+� � t�n� ������� Illl <br /> m � � �� WSDOT STD PLAN � � � ��if���l��liil�rr��� � � � <br /> � a � <br /> � " � � � � � F-30.10-03. RECONSTRUCT ���-'�i���r�!Y������ii <br /> � MAINTENANCE BUILDING � ,� <br /> �� - TO ORIGINAL LINE AND � <br /> = I � . 1 ��iii � i i����i ii ii� � � <br /> � � � � GRADE. REINSTALL HANDRAIL. I��t�►�`f��� �-J � � <br /> coo � � �� Y ' I \ r--T- - -� z.""'" <br /> � o ` � �� � � � <br /> � U <br /> a� � C`1 1 <br /> � x L� ��n�-- <br /> o �� <br /> I <br /> / ni �nni <br /> unr�mrm� <br /> a � ^ �� ����� <br /> oa- - ��. <br /> O Y � � � � ` � � �m � <br /> CO W \`� <br /> /Q . . �' ""-. `'',,._._._„�� <br /> N m . . . . . . � � <br /> I <br /> m "�"�.. <br /> O ( <br /> U � <br /> � ! <br /> I <br /> w PHASE 1 KEY PLAN o ,o zo 40 <br /> o Q 1 inch = 20 feet <br /> �. m <br /> 0 <br /> U <br /> � <br /> I <br /> ; �RAwN BY �EsicNE� BY s L�I� MCOB PAVEMENT RENOVATION AND REPLACEMENT s"EET <br /> � TLC KJH � oF wasNl�� � <br /> Q o CHECKED BY APPROVED BY ����� � �`'���� �� ���j� t �� � S�� � 7000/7100 HARDESON ROAD, EVERETT, WASHINGTON <br /> � � LAW � RJL � �'��� . � ��"'` �y ����� <br /> ; = � � � oA�TE � � � ���'� � ASPHALT PAVING � � � � <br /> � � 3/19/18 .0 24089 � �.�,. 1601 5th Avenue,Suite 1600 7100 Hardeson Road <br /> `V � � 3�19�18 KJH LAW RJL CONFORMED SET �o,��,s�'�rsTER��I� seatt�e,WA 98101 P LA N <br /> o, ,°' sIONAL �� Everett, Washington 98203 <br /> � J 0 B No. : 1600557 zo6.622.ss2i 40 OF 121 <br /> � X N0. DATE BY CHD. APPR. REVISION �;�,�,� www.kpff.com (425) 348-2312 Fax (425) 438-6141 A <br />