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HomeMy WebLinkAboutWWP2703357.3Z a J W a 3 W a �N L co''^^ t c N c z z co♦a♦^ a r w U 0 +: a a� o Ln o' Li o_ r� Y 3 Lil J Q U m d c w t�l CC v 0- I z� J O Z_ Z U w 0 Z_ Z O O w J U Z Q z Q U w > cn w O w o a o O w U a Q Q Q Q Q Q �I�\� o w H c _rn \ o \ N nx U U U U U M F- W w It � z F- UV ZI O W U U p 2.I J>QmZ� 0 z ,f j w�0-(L Z g w11-1 O tog0U-Ld V) d o U N a 00 w I I H 00 U W o- N to w I w o cr V) w aWWV)CK 0 oD D V) x Eli > �cr Ll a O J �str7 N Z MIL NORTH 1ST STORY Q90k O LEVEL BUL DNG B F.F. EL-43.89 a a° INJSED PW a d a � a d° a ........., ° ° .. ausm PW716t ... I PROJECT SITE I RIGHT-OF-WAY PRIVATE PROPERTY I CITY OF RENTON W Z i 3:I TOP OF PT SLAB EL=43.89 a TOP OF FOUNDATION WALL EL=42.97 ° Q SANITARY SEWER LINES INSIDE 6"x 90' BEND ° BUILDING ARE INTERIOR PLUMBING BY DESIGN/BUILD CONTRACTOR m a ---------- I � I G� �i age I I r_DI A T I I L _ /—\ I +t--\\ A /N I \J V V 1 \I V L_ I I i I I I I e a SSCO W/ FRAME AND GRATE, SEE PLAN VIEW, DETAIL SHEET S3. NEW 8' WIDE SIDEWALK ELEVATION VARIES 35.0 TO 37.0 EXISTING VERTICAL CURB & ° GUTTER TO REMAIN PARKING GARAGE FF EL=34.89 5' MIN. d 4, [ ° 4" PVC FOOTING ,4 ° ° � DRAIN IE=34.05 ° EX. 6" SANITARY SEWER STU� 6"x 90° BEN[,---ll 4" PVC FOOTING DRAIN IE=31.97 � a ° ° 6" DI CL 50 @2.0% MIN SLOPE 6"x 6" WYE SIDE SEWER CONNECTION DETAIL 1 ' = 2' g 335701 WDOMMENDED FOR APPROVAL By: ' ° '� � Date: By: Date: By: By: Date Date W f cof I I I I :. I PVC =. -195 ARtijS '01 0� pk W ASy� T'A� (n Z 26 16 �`FssO l S T E AL EXPIRES 2 5 8 DEVELOPER: --AA 2100 124TH AVENUE NE �G14 &v SUITE 100 BELLEVUEUE, WA 98005 �V (425) 641-3939 CONTACT: BILL SHERMAN' � U ENGINEER: Zs _ 18215 72ND AVENUE SOUTH Gt�iH KENT, WA 98032 G E N G (425)251-6222 (425)251-8782 FAX CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SANITARY SEWER PLAN Smithers' Ploce DESIGNED B H E PATE 3/28/01 FILE NO. DRAWN BHE CHECKED RJA SCALE 1 "=20' FIELD BOOKPAGE--PAGE APPROVED SHEET S 1 OF 3 DIRECTOR OF PUBLIC WORKS i I X W Z W W O N II 0 U cn Q Ln O O O N N N a� E F" U1 a I N i o� N a� c V i Ln N i O O O r- O LL O z m O W U m COTS -33710 i JUN $ $ 2W