Laserfiche WebLink
SE 1 /�4 , �lE 1 /�- � EC 11 , T. 2 � �I . , R � � E . , W � M . <br /> � �� ��������� <br /> � �.��`%�'r,.��� :��-`1�5�'� ,.�`�`-�-. <br /> ,� � <br /> 3� C E�1[dC� DATE �,",�'� <br /> ; ('���li�.���" <br /> DitA% �� ERJ5IUtY ����L.��.���„�� <br /> llv I�sS r?ft%��i�!"I' <br /> � LVfl7E� _._._. »_ <br /> � � ��ua�[c �;austav s�€H�atr t� � <br /> I sE'�fd�R R£�:'ir€�c: t;,<,Fc :o s�,�;;ra°a� <br /> p��, �a��,«�;��U,a �n T�,t� S C A L E <br /> P�2U)EC:T. ;Sv4'�UVb.! Ft�fY 'itil$ <br /> ____ �VRr1Jt:�'I SS �"NDlii:Ji'9AS. 3EiT <br /> 7Rn�FYC 'a,.,.rrar r �f�� �r�;�o���eos �;a� <br /> � �E;ti�ut��f�l�_g1_UNL�S� <br /> �. I;Pail FC�R��:Jfd'.;T}iSJC.'TjCjP9�fA3' <br /> �rr�� i�i���; !�,�g�"SSx��u. 20 0 20 40 <br /> FEET <br /> CONS�"�UCTlON NOTES: <br /> 0.25' <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. <br /> T \ <br /> a� C .� <br /> @ � ��� �i O /g�,,\ \ <br /> z '/ // ' � �� \� r - _ STORM DRAIN <br /> o W X , i 1 i � <br /> ------�-- D ITC H <br /> � � �� � ss�M276t CATCH SASW <br /> � � � o� i � U, ��' � � RIM=561.73 <br /> � � i W �� � IE=556.75 � CLEANOUT <br /> � � � � � � � <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 <br /> � ., � � <br /> c� � � i � i � � <br /> � �\ �, i / � i � \ �".l -^ -' - - - - <br /> o W \ T. ' CB 26 g KROCK FIBE � � - � T - - - - - - - - - - - - - - - - - - - - - - » - � .T � � - <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> J # - - - - - - - - - - - - - <br /> � / � � � SEE DWG. F'P1 � �� sst�H �\ SDMH <br /> o, � `�.i,� � �` ,c�61 �� W 3588 306 <br /> � - �N I V - <br /> g 8"CONC �� (g� � �'�� <br /> ���'�'�-- � �� �� CONC. SIDE`�lALK�� �� ` �� � DRIVEWA-�Y � �c� �, �, �� �� �� �� CONC <br /> � � � r�S .�S j Q e` $�,p.l� �`.-•-•- 6 C � � � � , . �CB3323 � T � <br /> � _ , \1 i i Q �---�______.'a\SS W Mp 3c CMP 305 � � . . 3s i D SD r � <br /> i i � i <br /> i � , , , � --_._ � , , <br /> w 1 �� �C; I � ,.rjs� 4i/ 16'�D.(. W W � � W ,� � 16" � �/ll � ,� W �"' W o 16 C3.'-I. / � W � -`' ^i n`� U� ro r� v� oi <br /> --r- <br /> �yC�JI , � � SS �+�� �N i������ 4j� t7`v i '7° � ^ /��� '�, �! ^ � � � � <br /> U , , , , <br /> � � i e, � � CB #27 i \ S ,�.•`' �'`' /'� �'� �'��� ,'� �'6� i� � � �� �� i � i r � � <br /> � � �( __--5s3 SEE DWG. FP2 ' <br /> � � �, � i � � � z � i - i , � , � i r � � <br /> '� � i o .. CB 28 � i i i � c.� � i � i � � � � i i i <br /> a � � ��\� \ SEE `DCWG. FP2 E.s�,� --�--_. SS --_..-.� g„ 3�89 � i' i i ^ q � n = i , <br /> � � co i i i i r � i � <br /> �9'�`0� D.i. ; i i � � i � �� � � 5 3 4 0 8 i g°��p�2"��0 � i i �r �6�'�"�� � <br /> � � � � r.` .\` 0\ �, ��, , 860+(7C} ���-�------ - - � r V I �Oo � r, � <br /> -- _ 8'CONC � . � i � <br /> c � � .\ .\ , » � � � � c <br /> U i � � ��� '��\�. i__�._v...._ ��� 2 BRASS DISK W/PUNCH� z c� � �� �� �� � � � � � � ` � ` � � � � <br /> i 1 � � � -- _ �- 8„ � � � � � � � � � � � � � � � � � � <br /> ,` «� IN CA5E, "PLS 6 0 > � � � � � � � _ � � ` <br /> �v� / ��� ��� � �' r� ^,., � C� �- lr 1 \ \ <br /> � � r �.� .� �.�.�-� � � 0.1'Sx0.1'W 2 3 � O � � � � � °o � � � �� �� �� 1� �� �� <br /> c�a . . . � co � t � � � � � � � � � � � � � <br /> I �+ �� � �e�� ,� �'i `�� l� �� �� � � � \ � \ \ \ \ \ \ <br /> Tj � �'�."°` a J ♦ � ��,�., � ,..\`� �'�o \��.� �� \\ \ � I 2\' J \ \� \\ `� \\ \\ \� \\ \\ \\ <br /> � i � �, �. 562 � ` `-__ � s» .. � � � � `. s��, � � � � � � � � � <br /> � � CB �� a � � �-'"-'---_.�_���-"'_^ -�-_ --G---- �� "' � � G C�'� 6t� � �'' �` C' \ 6" � �� � � 6" �� �� �� �� �� � <br /> � � �� 7 i v � �.� -.._. � -----�8� � -- -&R�-- -�8'�----- ------ .. --`-- � � -C836�2f- G �------ -�- � C �\ �\ �\ � <br /> ----- <br /> ��__.-__- -----a--------;----��----------�--------- i--------- -_�__-�------- ------ --,----�------_�------ � � <br /> � � 2.. .,o � � � <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� • <br /> ' �`' 3 ?, �'o`�=; �-- `"---- ,� ----�� ---- ___ --�'`i-� s" i`' C,�.-�s ' ��� i P� �'� c" <br /> OCJ� 'L `'--� _� �,`(� -- �--�.o_ov_..�.��..�`. ���v�_ r�..�.62r�.��.�. _ r .�.�_. v�.v- - � /.o.l � �,�\ � 57��� �. <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 <br /> � <br /> � p-___ n <br /> X <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. " <br />