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CB � P 21 TYPE 1 -OCF � � � � � �- �- -�..�_ �� �..._ •�„ �,,, -� � -...._ �--�- .____�"- ..,�~' -.� =-� -- :�:.- �-- �.....�~ �,.�: �-. � �-... ,,�,.. � � �, � � � --.__. __- --.-�_ �' � �' � :� �� STA 41 +09.83, 37.17' RTC � ' � � _= �' b 1 r� DRIVEWAY -_~��= ;����T� - �.,.,.� -_:... ,_�� ���� � -- ---�.� �T.� C�-- -.�. _- . ~F -�.:.. �, ` � � � �� � �---�-- __.._`- ` �._ ji. � �� �' �:.� �� I r �`�.: � s� � STA. 2.5 +38.74 ��� =.�_ �- -�T.: -- -�- .-�...�,..�._...� .�.._.� � f Tom` T���� -- � ;4 ��� , �` ���-� �.�.�.�1 "_` � ; � ; E � � � _ � s EX QWEST. i � _�_.._.. __.� __..._- �.__...�____. � _ ..�._�,� .___...__�.._.� ..�� ._.______._ _._w.�___� � _ #TELECOM T�__.______�_.�W_.___�.__._._ I _._.�- �.- _- .��-- �- -- -.�- 1..____ � PARK VE N STA. 41 +83.74 - T �. � � , � .�� _ R EMAI N � DRIVEWAY STA. 25 38.74 . FINISH D .GRADE � � � i ®CO STRUCTION �/L EXI � TING GROU D Q Z � t ;�, t ELEV= 27.48. t ELEV 22.5 -; .9� � C� OP OF ISLA, D rn O�Z .�� t- � � 4 � ,...� � _ rn � f mot• � � �- I I • EXISTI NG G �OU ND � N _� �... ._... � Q . �_ �� I N � . -.-..� � h N CONSTRU TION C/L � �,.� + t� > �... � .� W � -.- N � � ,..� � cn � �. cc, � �N a_ t-; o_ P � m (� ` �--- -� � �' Z� � t -.,,,� m� � '� � � � � .�.- ,,� N � w � z W ,.� � j t Q� ,� i X Q N �`-� U C.7 � �'� , ct' � �...1 ;� �; �.�.,.; U c.� i " to � i. � � t,.f �.�._1 i_.�� �- f Op L!-� � O OC ;�; (� ?� N Ud W j� � Cn OC �._.1 w �] I tL d' Q cn _, z � � �.� � � � L] � I -' _" ._..._ ...� . , ..._. � � t � t .._. , r. , _„_, , .,,,_, . � i � � tI s '��, � 1 I f1f � - �! ( � t E i , i S i z _ 1 4 _ I� �� i t� 4 LF 12 SD 5- -0.3.1 � � � _._�� j'_ _..� _ � I !� { rou. .. .0 t ..rr......_. __.._ . __.... ... � � ,..._.. 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N N , l Z � i Z { � W ?� � `_' �� r- ,�- , �:� � � EL 24.5 -25. �� c? � Q � I � � �.�} i i EX QWEST z � z �-' f � � z ► � Z ,. �� d I-- �.,� � � �� �� TELECOM TO -- i ° -- , � � � �; � ,�- _ � o _ �� �..� � t-- - -.�. 1. -0�._ ._.�w. - ..��..V._ I __ ._._..._ w;.._._.___._��._.._....______� �._.. �.....�.__.___�..._..__ w___.__._.�..._____� r_ ®_..�______.___. _ ,�..___.._ .______ � � w ____ .._ ..___..__._._..._..____.____.__ ..____.W_ _.�._____._.__... _____ __.��. ___..___.._.____..._._..�w T_..__. .� ==_-�- w w ^ _...___- ___._._.....�.�.._.�_� cam_ �_.© t!� R�Ni IN � � GENERAL NOTES: 1. FOR WATER, SEWER AND JOINT TRENCH LOCATIONS, SEE UTILITY DWGS U00 -U25. 2. EXISTING UTILITIES NOT INDICATED AS REMAINING SHALL BE CONSIDERED ABANDONED OR REMOVED AS NECESSARY. 3. FOR PIPE DEMOLITION AND ABANDONMENT, SEE DETAIL 3, DWG U29 AND SPECIFICATIONS. 4. OPEN CURB FACE (OCF) CATCH BASINS SHALL BE PER WSDOT STD PLAN B -2e WITH BI- DIRECTIONAL VANED GRATE. � � � � � (3� I t.f) � tD tU N i C_..> _�� � � Cfl N 00 I � � .� � d _ � � ,� �-;, r7 cv ELF( 23.9 --25.2 M M �- K � � w r� d- .�-- � �.� � ( W # � t � I I L � ��� �`� � I I I � �- Z � , £ � y {� � W W � � E � � � Q? Z �� � � � t � . N I N �--- t - 00 10 Op C _� U N � � � (� N N N � r- �- .- V �ti __ �� � � � W W W � � ( W W W � � `�j j �+ ,� �� A a � � i � i � � � '" fl�� � R�� 355 � � � � T �s G1 , 4 N to O� � t� � d' N O � t� M O) i c0 N C3) u7 � � N 00 � tf) d' ,; ��' � .'� �` ��� Sd�VAL �' to T d- T t� (T P7 � � N � (N � N . Q �-? O) � � r. T ! Cp �-�? � � r? M (� � N . � �- �? � � � 00 �! � � � � `° �:� EXPIRES 06/06/07 n r b n OO N QO N 00 N 00 N 100 N � � N � 00 N 00 N � N h N � � N h N � N : � N (`� N � CO N � CO NCO � r , r ` � �� � �ji� �� N �N �N N �N �N N N N yN N N N N ��� , �,� � 39 � 50 4000 ` 40-50 -I- � 3350 Monte Vllla Parkway BHC Consultants, LLC Bothell, Washin ton 98021 -89'72 � ® 720 Third Avenue, Suite 1200 � _ � ■ "Seattle, Washington 98104 -1820 (425)951 -4800. Tel: (206) 505 -3400 (425)951 -4808 Fax CO N.S U LTAi�JTS Fax: (206) 505 -3406 whpacific. com Formerly a Division of Berryman & Henigar 1 O 41 x-50 + 42 00 � 42 50 43 +00 43 ��:��� w�� UPDATE SD AT DRIVEWAY PARK PER SITE PLAN RAT 7. o� os Msv �'R"E'�'D` csR »_ H• � » -2� v: � =5 � �'�;�, DATUM ,► �� . ��, .. •� �-�-- C � T � � s. .� R E N TO N Planning /Building /Public Works Dept. - -a CITI( OF RENTON ., SOUTH L�,KE WASHINGTON R ADWAY IMPR O OVEM ENTS STORM DRAINAGE PLAN AND PROFILE PARK AVE. N. STA. 39 +00 TO STA. 43 +50 2 UPDATE SD PER ROAD PROFILE REVISIONS RAT 11.30.0 MSV a,R PLs a„E ,,,�„ a � � F��� � "°°°�'"°"� ` - °� No. REVISION BY DATE APPR � 4/17/06 SD23 �: 76 204