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<br /> CONS�"�UCTlON NOTES:
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<br /> �ENERAL NOTES: 3 1 CONNEC�PIPE TO EXISTING STRUCTURE.
<br /> 1 . ALL NEW CATCH BASINS, SHALL HAVE VANED GRATES �2 REPLACE EXISTING G AT WI H SOLID LOCKING COVER
<br /> PER WSDOT STD. PLAN B-30.30-Q1 , UNLESS PER C.O.E. STD DWG 410.
<br /> OTHERWISE NOTED. O ADJUST CATCH BASIN TO FINAL GRADE.
<br /> ssrnH2�sz
<br /> RIM=56�i.10 2. THE OFFSETS AND COORDINATES OF ALL CATCH � PAVEMENT RESTORATION PER C.O.E. STD. DWG. 316.
<br /> IE=556.23 BASINS ARE MEASURED TO CENTER OF STRUCTURE,
<br /> � UNLESS OTHERWISE NOTED. � 6" CLEANOUT lYPE 1 PER C.O.E. STD. DWG. 604.
<br /> \ 3. ALL EXISTING STORM DRAIN PIPE AND EXISTING CATCH
<br /> \� BASINS SHOWN IN THESE PLANS ARE TO BE PROTECTED �6 6" CLEANOUT TYPE 2 PER C.O.E. STD. DWG. 604.
<br /> � UNLESS OTHERWISE NOTED.
<br /> � CB3581 � ROOF DOWNSPOUT TO BE SPLASH BL.00KED ONTO RAIN
<br /> � RIM=563.99 4. SEE PLAN SHEET DR1 FOR STORM DRAfNAGE NOTES. GARDEN STREAMBED COBBLE SPILLWAY.
<br /> \ IE NW)=558.54
<br /> q, ��SE)-555.44
<br /> � INSTALL 6" PVC STORM DRAIN PIPE STUB FROM
<br /> N �� CLEANOUT TO SWIF� SHELTER DOWNSPOUT LINE PER
<br /> � � 5� ��' e�c� LEG EN D DETAIL ON SWIF� II DWG. N0. BSP2.
<br /> o � �'�o��,, � �9 CONNECT NEW CATCH BASIN TO EXISTING PIPE.
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<br /> a� C .�
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<br /> � � �� � ss�M276t CATCH SASW
<br /> � � � o� i � U, ��' � � RIM=561.73
<br /> � � i W �� � IE=556.75 � CLEANOUT
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<br /> CB3582
<br /> � � �i �� `��� 303 \ � � RIM=560.94
<br /> t° � � i " IE=553.34
<br /> o � ii � � 5DMH3588 SSMH3589
<br /> � � i � i� �� c � �, � RIM=560.24 RIM=560.78
<br /> o W i �• � �� �� � � CB3587 IE N)=548.29 IE=557.12 CB3323 SSMH3408
<br /> i � IE E)=54�.29 RIM=5o5.77
<br /> o `� i � � � i � �6'• � ' �- � RIM=559.58 IE S)=551.29 � IE S)=561.67
<br /> � � ��\ � � � � i � 4.� C� �o� '� -_ � _ IE())=548.78 IE�W)=54-8.49 a �, IE W)=555.39 EIMS�68�9
<br /> � � ��' i i � �' � 3582 _ _, _ _ IE(E =548.68 � �,, IE�E)=557.42
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<br /> � � ONc � ,� CB2 `�`,` DRIVEWAY CO SIDE�NALK � Yp DRIVEN/AY..�� i �' DRIVEWaY CONC.i SIDEWALK � . ' � � � � �r
<br /> o � 826b,. 6 RIM=5� .09 �.,,, 201 ssi---= - � • i i � � � i i CONC.i�IDEWALK
<br /> @ ''� �� � i IE(NW)= 59.59 �- C� 1~-_,�- V'1 ``GRASS � � �1,-�� i��'� ^ ' � �`� • � '� � ' 569� �
<br /> U O � � IE(E)=559.40 � '�-� � c�6 / o� •
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<br /> '@ 1 � I v C�2869 ,__'_- ---- _____-E-�-T----�� _ _C - G1L�C �•'10» � U 3�� '� ,t,°� �� , ,> v A5PHAL7 �� ,'�� CB �2, �� /�� �-----.5�1. �x ,_r �i 1TER,-�/^ �.�_.,��m.����.������_.....o��..�r.���..e v m.o�_
<br /> z / RIM=562.29 �� -: � ' ,s�
<br /> � VER uRs ro N � � i� w)=�5s.72 `_ ' �- - - -.� � 6 C �� 2 � � � �R�s�SEE DWG. FP2' . ASP c ,__, 3
<br /> ROLLED �B TO S I IE�SE)=558.67 --5�¢-_--_ � � , c,�n w _ r l��- - , . i L� , , HALT ,
<br /> � O / ,�`'�.` . [] I-' � / � � �"n ti-'i '� ���'` / 0� �./�',.
<br /> � � � � PLANTER 5s�- - .. � • � GR / � i i �' ' g r� ' �- � / �S�A
<br /> � � �,----5s� CB �21 � PLANTER X x � . �-' x �__� I ``�^o-j'�ry� - 573.� � �,�y` ��,�2 � �� ASS
<br /> o � 5EE DWG. Fp2 �`-� �_ ,g�•�' 1 AINI,I K `� 23'XGATE 4 �C j � x ��
<br /> m � � � , u `� co c. si clnlAL.K
<br /> �� BUILDING 3 6�' �\S \�� � � i i i �' � �� �� V m /�
<br /> oss --L'�-�-�-.�T__ S'. 6'� c I I1� � � \--£8�-3- --�---_____ �_ �
<br /> � Q I �� ,�65 2 � (\ ,�a _s--�-------s---- I TtiR� � �-'--� / �ti CUR-� � `n
<br /> ----- ---�--- --- �� �� I � � I � I o � `� > � � a
<br /> O N � CB358� CB3584 I � - --- ---- � � i cp,,
<br /> RIM-550.42 ^ - - - - � � - - � - c� � � � � �o � ,i w
<br /> RIM=5o0.2� �-- A�F'�Il�� � - �8362 - X � � �\" ,� 3 i � BUILDING
<br /> � IE=558.25 IE(N)=556.1 1 W x w x � d
<br /> � IE(W)=557.46 ''-' a �� �^ �
<br /> � �
<br /> c CB3642
<br /> � � RIM=562.84 CB3623
<br /> �, IE=558.40 RIPA=565.57 �M�565.59 CB3535
<br /> ? IE=562.03 ��=563.14 RIPA=565.59 �
<br /> � IE=562.34 NAVD88
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<br /> T Know what's ���OW. �
<br /> � �t�rc�
<br /> � �,, QE A '� ��II b�fore you dig.
<br /> 3 16 17 CHAN�E ORDER N0.1-RESPONSE TO CITY PERMIT COMMENT� MC DS Q' C 0 M M U N ITY TRAN S IT orQW��9 No.
<br /> Q y Drawn By Date SCALE � ��
<br /> cn �.�=�--•---�-.�. . .� 33 5 9 17
<br /> � � �� � � 807 + Designed By Horiz . , S EAWAY TRAN S IT C ENTER
<br /> �
<br /> � �_�� � � � � e� �4' S� �. 5 9 17 1'=20
<br /> " 2707Ct�L�YAVENtJE,suiT�soo -��� _ � � �G,���.�- �4, PERMIT �E1" Checked By ve� Sheet No.
<br /> � �V�R�-rr,wa9�zo� ���,���� �, ,���� ss/p�,�� �t��� 5 9 17 - 22
<br /> o Approved By Project Number D AI N�� � �� 71
<br /> 425.252.7700 I �00.615.9900 �" .� ! �' 201 10155.02� of Total
<br /> � No. Date Revision By Appr. "
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