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� � i <br /> 1 � � RIGHT , ' \� 1 °c <br /> . � <br /> _ OF WAY � ,��■r . . • �9��o �.h \l \� R. <br /> -� -- . • ' c�l�� Q C°O <br /> 5-- • / �` <br /> � � � MATCH EXISTING � • ' � ��� <br /> � � • � <br /> LIMITS OF WORK CONCRETE CURB BACK OF SlDEWALK FILL LIMITS, TYP. . ' � � 1 \` <br /> w AND GUTTER = RIGHT OF WAY . • �O� �' Q` <br /> Z . . , , . . . . . . . . . . . . . . . . . . . . • <br /> NJ . � � � . • • . . . . . . . . , � � � � • �X <br /> . C <br /> � ' I <br /> + � � � • • • . • • ♦ . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .p�� ��� 172 ! �'9� •p e <br /> � ''� ��. �. R�W- • ' R�W 221 R�W R/W R/W R/W 220 R�W R�w R�W 219 ���C' �'S'�/6' � <br /> Q�\ '`L� �� o <br /> � �-- ^� L62 � �,`�� � <br /> � R�w �'-i I � �.`° 173 �o� <br /> R�W w �, � 184 183 178� �s PT: 3+52.38 ��y� <br /> � <br /> _.� � � c,~i�= _� �~��--�--�� L65 �2 �'A 185 177 `9 ��� � �� <br /> 1 174 ^�x <br /> ���`` _ ._--- � '�., 186 G'S C34 L58 ,� <br /> SEINER DRIVE ��s �75 �o� <br /> � � �� <br /> - ''-�'�- fi - - � �° 40 L68 - - - _ _ � � <br /> �C=--`_�_ —I I---�— -�t a � I— c�o r°�' —F--+— i---F— —� --}-- I— —+�I „ —+—I— I—I— --�I —+---- F— —I---I —�—�— � <br /> -1+00 � 0±50 � 0+5,0 ,,,,__, L67 �' 1+00 1+50 S01°59 49.00 W 2+00 2+50 3+�0 106 � <br /> 0+00 N C38 PC: 2+93.49� <br /> 105 �� <br /> _�� <br /> �� 101 ^� 1� <br /> — , SDL ALI�GNMENT �`` �.--- -- L1 � 102 c, �S �6 � _ <br /> � R�W �� �� L�1 ��� 191 <br /> R/W `���.,� �, � 103 104 <br /> � �2 L3 �,°c R I� <br /> �f' � a/Y�t <br /> �� 13L ALIGNMENT � � z� R/W . , . R/w R/w R/w R/w R/w R/w R�v R/w R/w -----`�190 <br /> � �.� N J . , 18 188 189 . . <br /> � �' • • . • , . <br /> _ ' 'MATCH EXISTING . . • • <br /> � '- �' . , . , , , , . . . . . . . . . . . . . . . . . . ' <br /> o `-' ~ CONCRETE CURB . , . . . . . . . . . . . . . . . . . • . . . . . . . � <br /> o Q <br /> � 3 N � � AND GUTTER • • . . . . . . . . . . . . . . . . ; �_ LIMITS <br /> � � _� � BACK OF SIDEWALK � OF WORK o <br /> � = RIGHT OF WAY i <br /> i I <br /> [ � E I <br /> , <br /> PLAN <br /> ��` � 3 ��� SCALE IN FEET <br /> CURVE DATA 20 0 20 40 <br /> 3 AUGNMENT PC STA NORTHING EASTING DELTA RADIUS LENGTH TANGENT <br /> 0 <br /> � SDL 2+93.49 367609.44 1301996.80 044°59' 75.00 58.89 31.06 <br /> r-. <br /> � 26 <br /> � 26 <br /> � <br /> o � ,�-- <br /> � Iz � <br /> �" �co � � � � (� � - -1 � � � -r� oo � _PVISTA1+30.43� — �r� cv � — � - -���__�I — I - - { _ I � I I I _��� I I I I <br /> —� -._ �-- _I(- --- __ — _l- --� � !— _�-- —;Z �,_ rn co- rn co- I I� � . I— -I- —1 — I�- �_ — I� � �l — I— � �l — I— � �l — � � — I� <br /> o �c� + � �; � PVI EL 21.56 ,� o <br /> j 24 �I.I.C. CQNTRACT '¢�Q , Q J K: 34.44 I , + J ,Y, �, PVI STA 2+40.93 ►� �.r> ( LOW PT �STA 3+13.65 � � � � ( � � 24 <br /> ,�1F-- w LVC: 75.00 w m d- rn �.n <br /> � � I I I WORK ( �X `�' I ( ' � � I I � > I I ( ( � > I + rn PVK: E33138 o f � °O � LOW PT EL 18.20 , I I PLAZA ,STREET ( I I <br /> � � � � �i� � � � T ( � � � �Z I- � 'I._._ � � � -_... � � �> � ` OF LI E � � T � �-' w � `" ' LVC: 50.00 - N w — � ,;' _PVI STA 3+13.65 _� �_ SEE SHEET C1.11 _ _ <br /> �1 I-> �l � �l 4 I� Q � K: 25.00 � T -1 I- T -1 T -1 f <br /> � 22 � -'' I� °D GRADE w � � I I I �� � �� ao PVI EL 18.07 � � <br /> o I I I I I I i I "'— I ► I I I I I � m I I I I U wl I N w LVC: 50.00 �—M w I I I I I ► I <br /> 22 <br /> w EXfSTING , -� m I w I � � I I I � � Y � � <br /> o _ _ � L.� GRADE� �,,, r - - — � � I: �J �.:__ L� � �Y � � � e � �.1 — I- --_ ___J � � � �.1 — � � _ ____ L�u' m - - L� _f_. �1 _v' �i I �w "? oo- � � — � — � - <br /> Q 20 ' I � I I ► MATCH EXGRADE � � � �� � � I I ,2. I I I m I I I w I I I°° + � I I I <br /> soq w � 20 <br /> m + N � > <br /> N <br /> Q —J L_-_ __�l_������ L_-_� ��__�l������� �__�������II_- I� I_- ����-���lI I --�I�-_� � Q W \ C.� � W <br /> � 1 — I I --� — I - f I — I �I- — — ( - � f V I� � � -� (-- 1 ��� n w--- -�-- ---j — �--- --1- --�-�----- -`- -1 -- �--- -- -- -- ��-- --_ -�- _ � _ �-- � -- I � � — I— T 1 � � � — � 0.00% � <br /> N 18 I i I I I I I \ � � �.00q , ► � , , �.00% �s <br /> � I I I <br /> � <br /> � I I ! I I I I I I i I 1 I I I I I I � ;� I I 1 I I I I I I I I I I I I I <br /> � <br /> o -�l � � T � i � T -1 _ �_ _�. _._ _ �--- T - - r---- -�� -1 - �-�-- T ----1 - ��-_ -1 -T I- T -1 - �--- T �l - �--- - .�.1\- �-- -�- -1 , �-- T _l _ �_� T - I- T -1 - I- T -i - � T-',_ -- <br /> ` _ _ T_� r� <br /> a 16 I I f i I I I i i i I ! I ► ! 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WIEST PROJECT <br /> P,O. eox 53s �0 6/30/16 JBK ISSUED F� BID AND CONSTRUC110N NP AN�YVMANNE�R THAT WOULD' CONS T U TE A� DEOTRIMONBE USED APPROVED BY: <br /> R 0 A D W A Y P LA N A N D P R 0 F I L E N�• PD-WP-2016-01 <br /> �j EVERETT, WA 98206 <br /> � Y (425) 259-3164 DIRECTLY OR INDIRECTLY TO PND. <br /> N0. DATE BY REvisioN SHEET N0. 41 OF 195 <br />