|
�
<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 />
|