Loading...
HomeMy WebLinkAboutD-31490Ej .f eDURZ; 382 Su mr? CB, TYPE 1 GE 28.18 `^ RIM 28.8 BOEING 383 # 5.08 [BMW 3 �c �s� , 10 D! W 2 - - - "' �-- `l ( 8 DI N 24.8 — >! .I N 8T ST STA. 65+19.14= DRIVEWAY ST. 10+ DO ELEV d 29.19 z aw w g cq mot- o, w N 00 r` 8TH ST STA. 68 +42.18 0 * EXISTING ROUND 14: 0 a-- � cQ RIVEWAY ST. 10 +00 `o f— r` o a, oo v oo LEV =29.31 w 00ItLj o I 00 " cn H FINISHED GRADE 00 W 4 V) w V) m x xw x @ CON TRUCTION C L Q �" N N °^ �-- N I� m� x x motw x x mtx x to �► e— 0 w w oo w 0 U C.� w w w 00 w w w w w 0 0 w w 00 f") -71 if 30 a cn - -- r. r.� .w� �.r .�.w ..�+• ..•r. wr. �r fir �� �r� .rr err w�r� .rw• �w �r r rr. .r .wr. �r ter. ....� .�� r. ..�� �� �� ..� •.w.. ..+w� �A ...� w. w. � ..�. r.� ewe► ..ti. �. cn 50 LF 12" SD W CL 52 DI i W _ = - S0.20 � � 51 F 0 � t/} W 12 SD W S =0. 0% I 94 LF W 12" SD W �...� �. z S= 0.56% W w 0 �► 3 U r I 0I 0I 0 0 z� Q 04 N N 29 LF z o -- O •••• If N 12" SD CVO N S=0.20% a `^ C0 �0 1 • o°�. oI � ° co ��� � 0 0 � 0 00 '� N N LO ' Sri I LO r� �! '[? , < c10 co to �- W LJ t�l W W W W — W W z W 'Q F— CO � m 0 0 N "t � s` r` co (0 m 0 N co 00 r` L0 � � N 000 0) r` 000 � N 00 L0 r. r. 00 00 N 00 V) (� d' I� Lo t`� co 00 L0 00 1t- 00 n 00 N 00 s-- 00 � 00 r-- Cn N : 00 t� !� d- co . . 00 ; 00 00 00 00 00 CJ) 00 t� 00 (�i 00 00 0) 00 rn 00 0; 00 (3) 00 � 00 rn 066 00 Oo 00 c) 00 tai o0 00 03 o0 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 1 N N N N N N 64 50 65 0o 65 50 66 00 66 50 67100 67 So ss oo s 50 69 QED: WPM 335.0 Monte Villa Parkway CSR v O : w I� ,0, F _ � � BNC Consultants,, L�.0 H: 1 =20 � ai Oothell, Washington 98021 8972 720 Third Avenue, Suite 1200 ° R �_ '"' CITY O `-z V: 1 --5 Seattle, Washington 98104 -'1820 DRAW DJR .��. RENTON (25)951 --4800 Tel. (206) 505 -3401 , ONE ( #25)951 -4808 Fax CONSULTANTS Fax: (206) 505- xr � � DATUM � . LCq Planining /Bu1lding /Public Works Dept. 'h a cific. com Formerly a Division of Benyman 8 HarWw y� NAY P N0. REVISION BY DATE APPR �CA SCALE 20 0 10 20 40 FEET) . E]CONSTRUCTION NOTES 1. PROTECT ' EXISTING BOEING UTILITY TO, REMAIN. 2. BACKFILL AROUND NEW SD WITH , CDF FOR A MINIMUM OF 5' TO EITHER SIDE OF EXISTING CONCRETE SD. 3. CONNECT EXISTING 8" DI SD TO CB. MAINTAIN 'CONNECTION TO EXISTING ' 8" DI SD UNTIL APPROXIMATELY DECEMBER 2006 (CONFIRM'DATE WITH ENGINEER). THEREAFTER PLUG 8" LINE WITH MINIMUM 12" CONCRETE. GENERAL NOTES: 1. FOR WATER, SEWER AND UTILITY TRENCH I' LOCATIONS, SEE UTILITY DWGS UQ0 -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. FOR -AS CONSTRUCTED DE FEATURES NOT MARKED IN RE r � WERE INSMED IN REASONAB iF. CLOSE CONFORMANCE WTH PLAN LOCALCK AND ELEYARON LEGEND: Noma JOINT TRENCH 5E:. 'j b U PIP, 1_ Z3—\ c t W -HC Pf J2 i lu 003552 q �� ' '_-4O8 ^88T Q S T �1 �7'� �a.[ ST EXPIRES 06/06/07 EXPIRES 04/26/07 DAM CITY OF RENTON 4/17/06 SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS P" awwNVC No: STORM DRAINAGE PLAN AND PROFILE SD12 N. 8TH ST. STA. 64 +25 TO STA. 69 +00 s 65 204