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<br /> ` �'� CEMENT CONCRETE SIDEWALK
<br /> � . :.�':�::•�.:: ;J., . ��...�. a. . � •. ' d. a -
<br /> 3RD STA 37+44.31 , 31 .5 LT °�• - �* �r;�; . 3RD STA 37+44.31 , 31 .5 RT
<br /> G. �;.i ' ''4:r".. .'r'- ^.• +. , �
<br /> . a � �r: =� '� �`�' �:'� ' ° IANDSCAPE STRIP, SEE LANDSCAPE PLANS
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<br /> :�•�.�. :��'''~::.��: . � ., �.�°��:��� CEMENT CONCRE(E PAVEMENT. SEE DETAILS
<br /> ,, , . .
<br /> v .�� `�*� . a �:,.` 1 & 2 0('+I SHEET C2.5
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<br /> 3RD STA 36+60, 31 .5' LT � � ��°-�`.��r���'..�:i'-� � . �
<br /> :�; :`r:��� d. � a o � o � o GRAVEL
<br /> •e a� ;.` �':-F•:�`:�cji;:- �
<br /> 12TH STA 81 +13 . � �� ��. ��r`�������,�� �
<br /> .-�•�-�`:�• � . 4
<br /> .. .... �. ..: `:.a��: �
<br /> ' � �""�����' ''` ����=�=� � � ° ' 4'x6' TREE PIT OR PLANTING STRIP WITH
<br /> � ':::;'•�:�::•:,',.'�` ' °
<br /> � TREE PER LANDSCAPE PLANS
<br /> �� : 3 ' :��.,�::�;��:-::�y.���r:r� ;� $ . �
<br /> 7 � _ ,. ; :..;.:-�..:�...:_ r,. � � 3RD STA 36+60, 31 .5' RT
<br /> C5.10 . ' d '� ''��`'�`� '�``'��` °Qd . WALL, SEE STRUCTURAL SHEEfS S0.1 TO S3.1
<br /> .-�.f ��;`" . a
<br /> 12TH STA 80+90 LT & RT �° r ��'�-'��" �'���`` �
<br /> END CEMENT CONCRETE SIDEWALK � . ��=�'�'�`� �:�'`t'��'� ° 12TH STA 81+50 =� 12TH STA 82+26 12TH STA 83+19, 20.0' LT TRENCH DRAIN, SEE STORM DRAINAGE PLANS
<br /> END LANDSCAPE STRIP . . . ����`� �������� '� 3RD STA 36+09.92 L�
<br /> a. ��.�`.;���:;?';=T.�;�� : .av. �
<br /> ' .�=.�.�":�:�'.;: ,s_ .".��'.`.`.' ' 12TH STA 82+01 , 12.0' LT 12TH STA 83+07.66, 13.0' RT ° BOLLARD LOCATION, BOLLARD DETAILS
<br /> �a' :-,�, _ ,� � : � PER LANDSCAPE PLANS
<br /> '��.-���� �� K. ���" R=1 .0', CENTER
<br /> }',r.:+ '"�'�-:r'.`r'
<br /> . � �Q ' .�.`.•. '. .����;:;.�'.°:'` •. . .�.•. � 12TH STA 82+09, 20.0' LT 1 12TH STA 83+27, 12.0' LT XX TREE PIT iD, SEE TREE PIT LOCATION TABLE
<br /> � � • `�'� � 12TH STA 83+33 ON SHEEt' C5.11 .
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<br /> 4 . � ' • - - • - - :: �� - - � . '' . 12TH STA 83+45
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<br /> .-. . � . . .
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<br /> r- . Q � �_ ° .. a' .. ; � � � ° °� � � . . : . � - 3+59, 20.0' LT
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<br /> 1 TH STA 8
<br /> � � - �Q� �1 CEMENT CONCRETE CURB AND GUTTER.
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<br /> . . ,.�: ,:...., .... , . :,; , .. . :.. ,, , , . . _ . . �2 BUS SHELTER CONCRET E PAD PER CITY OF EVERETT STANDARD
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<br /> 1 TH STA 0+7 �� .�.: . -.: �:. . .:. - • ::..� � ,�. _ � ' 12 � � 1 E � � • � �, 3 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CITY OF EVEf�ETT ST, ��DARD
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<br /> END OF PAVEMENT - :... , :.�.: ,. -._�•. .�...:_..,..;,:c�'...:.._..-. ..:.,:. .�..... .: ....... : .... .. :. ;.. :,.... . . PLAN 309. PROVIDE 4 REBAR 12 OC, EACH WAY.
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<br /> ' , , . � "� � '� �7. . �"° � �
<br /> 7 CURVE A � °� .'. � � '�'' -.-.' ~2 • � � � � � � � � , � �. .� � . Q.� �7 MOUNTABLE CEMENT CONCRETE TRAFFlC CURB.
<br /> C5.10 � � _ CURVE B 3 12TH STA 83+15.6 29.5 RT �
<br /> }�„ .d'. , . ° 12TH STA 81 +87 , I 1 .:v � �
<br /> � 8 SURVEY MONUMENT PER CITY OF EVERETf STANDARD PI.ANS 312 AND 313.
<br /> 3RD STA 35+48, 11 .0' LT � ., . . �. Q a� �2 12TH STA 83+20.3, 26.0 RT .�� O
<br /> +-' �4� ' �,a 12TH STA 82+54.0, 12.0' RT G�.� � NOT USED
<br /> PARKING STRUCTURE BELOW � 1 12Tt-I STA 83+84, 12.0' RT � � �
<br /> 3RD AVE BETWEEN STA 32+00 � , ' � o• " ""'"' Q'
<br /> AND STA 35+70 SEE BUILDING �` 10 CEMENT CONCRETE CURB, TYPE E-1 . .
<br /> ' MATCHLINE STA 35+40 - SEE SHEET C5.8
<br /> DRAWING BY OTHERS 12TH STA 83+92 20.0' RT 11 ROUNDABOUT TRUCK APRON INNER CEMENT CONCRETE CURB.
<br /> 3RD STA 35+74.9 12 SPILL GUTTER PER DETAIL 5, SHEET C2.5.
<br /> 12TH STA 82+71 .5, 29.5' RT
<br /> .
<br /> � ��NERAL NOTES:
<br /> CURVE A CURVE B 12TH ST AT 3RD AVE ELEVATION TABLE 1 . SEE SHEET G1 .4 FOR DATUM AND ALIGNMENT INFORMATION.
<br /> POINT STATION OFFSEf GL ELEV TOC ELEV CURVE DATA POINT STATlON OFFSI7 GL ELEV TOC ELEV CURVE DATA POINT STATION OFFSET GL E �V TOC ELEV 2. FOR ROADWAY SECTIONS SEE SHEETS C2.1 TO C2.5
<br /> BOT OF 12TH 81+02.00 12.00' RT 19.74 20.24 DELTA: 90' 00' 00" 80T OF � , » BOT OF 12TH 81+02.00 12.00' LT 19.74 20.24
<br /> 3RD 35+63.00 11.00 RT 19.77 20.27 DELTA: 90' 00 00 � ��f E ;� � _ � -�r ; � �.
<br /> RAMP RAMP RAMP �s �lf .�� ,�� =.�1� � �1��Tf` ��_ _: o �i���, �'� � �_-�?� '��' �
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<br /> PC 12TH $1+09.00 12.00 ftT 20.03 20.24 TANGENT: 30.00 PC 3RD 35+67.92 11 .00 RT 19.98 2Q.31 TANGENT: 30.00 TOP OF . � �' ��v -:�-- � �I� � � ��..j � � � ��ci
<br /> TOP OF , � TOP OF � ., , RAMP 12TH 81+13.00 12.00 LT 20.2+J 20.24 �,F� � �, T ' i� �� � , E � � � a'��
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<br /> 12TH 81+13.00 12.27 RT 20.19 20.23 RAD1US: 30.00 3RD 35+74.40 11.62 RT 2�.2b 20.30 RADIUS: 30.00 , � �'�' , � 1! � .x = � �..._�-0 �.�_�;.}� � �_� ,
<br /> RAMP RAMP HP 12TH 81+50.�0 12.00 LT 20.5 7 20.61
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<br /> 1/4 12TH 81+20.48 14.28� RT 20.27 20.31 LENGTH: 47.12' 1/4 3RD 35+79.40 13.28; RT 2G.31 20.35 LENGTH: 47.12' TRAMPF 12TH 81+87.00 12.00' LT 20.2� 20.24 �-���s- -' � � -� � -- -�-�- � �� - -�� ����'
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<br /> 3/4 3RD 35+79.40 13.28' LT 20.31 20.35 3/4 12TH 81+79.52 14.28' RT 2Q.27 20.31 BRAM PF 12TH 81+98.a4 12.00' LT 19.80 20.30 �;�� �' � ' � � i ���
<br /> � �- �� �
<br /> � TOP OF , TOP OF 12TH $1+87.00 12.27' RT 2G.19 20.23 , r� .,� . � -�"° . .....,_M ..� . ._. . .. � .. m . , �� _.� t F'::�,��;,
<br /> � RAMP 3RD 35+74.00 11.62 LT 20.26 20.30 RAMP AP 12TH 82+01.00 12.00 LT 19.i8 20.28 `jr ,�;�' � �` ;"=____ ,r_; ����`
<br /> i � � AP 12TH 82+09.00 20.00' LT 19.73 20.23 - . , _ '� � - �,"�
<br /> �, PT 3RD 35+67.92 1 1�.00 LT 19.98 20.31 PT 12TH 81+91 .�0 12.40 RT 20.03 20.24 � ��»��:� � i���, ��� � �� � �s�� , , ��� ��i�
<br /> � 60T OF BOT OF � �.� n_ ��,;. ���.- �s- ; �,�� �`�P � �� ��$�i�
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<br /> `� RAMP 3RD 35+63.00 11.00 LT 19.77 20.27 RAMP 12TH 81+98.00 12.00 RT 19.74 20.24 ,� rn� p�T (� � � (��J� ' `� � �=��_���r ; KEY MAP � �I��11a�� 1I���- �,�j;;�
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<br /> � r� � ��r� �����^p�y.q�p-� �k��r�;�,; NOT TO SCALE ��.� ., �
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<br /> � � v s=i, !E�� �:�';tN,a� -� ' �-II h� 1��1
<br /> % CALL 48 H�URS ; � sµ. v� �� _���,�,
<br /> ,n __� �- `��u�L�c ra��s Er��iT�s �r�:����� �s�i; �__._
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<br /> � SCALE IN FEET -- -----�r9 s�,€�ri�a� ��v� �°���r�uc��cs�s s �J-�>; m.,
<br /> � BEFORE YOU DIQ� ��4. ���;���� �v������tt �.�� ��� - � � No-rE. »�,�
<br /> � �r'r�C7.se.i�Y. A�'F'r�C�1/t;�. �"?� �i� �'r'CRa'�t� ��:
<br /> . .. , �, w,k:�r�tt�a..r$1 s3��"�� t'� �z
<br /> � 1-800-424-55�5 �.�.,� � �� ���,,,, � „ �, „
<br /> / 20 0 20 ; 40 �'` " ADJUST SCALES ACCORDINGLY.
<br /> ���-- ���1 ��`�� ,�� �-, IF L DOES NOT MEASURE 1
<br /> �
<br /> N
<br /> /
<br /> � .��A A.A PROJECT ENGINEER: SCALE: � � � � � � � � � � � ��
<br /> � a • �• w.�s H. KUYPER AS NOTED DWG. N0.
<br /> N ' � ' ' ��o G',�, DESIGNED BY: DATE: C � r �
<br /> �; Qr Q ti ., o � NC�RTH MARINA REDEVELOPMENT �►P No.
<br /> �� �'a a� R. AWAD AUGUST 4� 20� � INFRASTRUCTURE PWASE 1 3-0-003-09
<br /> 0 728 134th Street SW ' Su�te 2�� Yo 422s2 �� DRAWN BY: CHECKED BY:
<br /> � Everett. Washington 98204 ' �S�ors7EE�����' D. OLSEN M. CREEDEN ��AC�WAY �l�Ul � � � L� N No�ECT PD-NM-2405-06
<br /> P.O. BOX 538 xaL
<br /> APPROVED 8Y:
<br /> � EVEREIT, WA 98206 Ph: 425 741-3800 0 8/4/06 PERMIT APPROVAL/CONSTRUCTION ExPiREs. o�/o2/p't
<br /> Q (425) 259-3164
<br /> JOB No. 21-04-015 N0. DATE BY REVISION N0. DATE 8Y REVISION SHEET N0. 3� OF fP3
<br />
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