Loading...
HomeMy WebLinkAboutS-314930F1 r CL r� STRUCTURAL SECTION SEE ROADWAY DRAWINGS r C!� r a- FLEXIBLE RUBBER SMOOTH CORED CL CONNECTOR AS OR FORMED HOLE, SPECIFIED ----- TYP / /ALL SS PIPE DETECTABLE MARKING TAPE .: : °.:: FOR NON-- METALLIC PIPE ONLY CLAMP ASSEMBLY .. � : -. ° ....- • ;... CAVITY O- -RLNGS , SU GR D SEE NOTE 1 r \ \ PIPE BACKFILL COMPACTED TO SELECT BACKFILL IN \\ / " � // / \ \/ 90% MAX DENSITY UPPER 4 COMPACTED TO 95% MAX DENSITY 0 w \ ° o INSIDE \� OUTSIDE INVERT. w STRUCTURE Q, STRUCTURE ELEVATION � w° NOTES: o� GRAVEL BACKFILL FOR PIPE ZONE a ° ° 1. FOR WATER PIPES, BEGIN TRENCHING \ ,II BEDDING COMPACTED / to AFTER ROUGH SUBGRADE IS COMPLETED. TO 90% MAX DENSITY ° ° ° ° ° ° ° ° FOR SEWER AND STORM DRAIN PIPES, ,. . TRENCHING MAY BEGIN EITHER BEFORE OR PRECAST CONCRETE ALL AFTER SUBG�E IS COMPLETED, AT THE - ..a SS CO I ' ° NOTE 2 CONTRACTOR'S OPTION. - RBAND ; r ASSEMBLY REMOVAL OF UNSUITABLE MATERIAL, ONLY f F REQ'D �.� 2. IF UNSUITABLE MATERIAL IS REMOVED, NO BY ENGINEER REPLACE WITH CRUSHED SURFACING BASE COURSE MATERIAL, WRAPPED IN GEOTEXTILE 1. THIS WALL PENETRATION IS FOR PIPE MIN 18" FABRIC FOR SOIL STABILIZATION. BETWEEN 4" AND 24" IN DIAMETER ONLY. FABRIC LAP 3. TRENCH WIDTH SHALL BE 42" OR 1-1/20 2. CONTRACTOR SHALL COORDINATE CORED (WHERE D IS NOMINAL DIAMETER), WHICHEVER OR FORMED HOLE DIAMETER REQUIREMENTS SEE NOTE 3 IS GREATER. FOR PIPE SMALLER THAN WITH MANHOLE AND RUBBER CONNECTOR mom 12 INCHES, WIDTH SHALL BE 18". MANUFACTURERS. SEWER, WATER 8c STORE DRAIN • TYPICAL TRENCH SECTION WALL PENETRATION DETAIL NOT TO SCALE NOT TO SCALE ti w FOR AS CONSTRUCTED DETAILS FEATURES NOT MARKED IN RE D 1' LONG \\ \\ . // /, WERE INSTALLED IN REASONABLY MIN CONC PLUG, TYP / CLOSE CONFORKANCE WITH :,• � -v FLA L =ION AND ELEVATION a ° .CUT ABANDONED ABANDONED EX PIPE PIPE WITHIN 4" OF TRENCH WALL NEW PIPE NOTE: PORTION OF DWG 5 OF 8, BOEING LIFT STATION REPLACEMENT, 5/22/98 RH2 ENGINEERS PIPE ABANDONMENT . • EX PUMP STATION ��SECTION � NOT To SCALE — AT 8TH AN D PARK 4 NOT TO SCALE U13 r, 35524 0 .'�+ IS T ` -tONAL i EVIRES 06106107 SURVEM 3350 .Monte Villa Parkway SHC Consultan LLC CSR � � �� VOUVAU � �� ��� �� CITY 4/17/06 � As SHOWN �• �.- CITY OF RENTON Bothell, Washington 98021 -8972 � � 720 Third Avenue Suite 1200 "'�' SOUTH LAKE WASHINGTON Seattle, Washington 98104 -1820 MOM sw m R E N T O N PAGE: Tel: 206 505 -3400 CAD (425)951 4800 t ) ROADWAY IMPROVEMENTS (425) 951 -4808 Fax CONSULTANTS Fax: (206) 505 -3406 °N� "�' DATU M oaawara `'°" °�� AT � Planning /Building /Public Works Dept. MISCELLANEOUS DETAILS U2g F wr ONE MCFI Forn�ed a Division of gar N0, REVISION BY DATE APPR AiC°0Y whpacific.com Y Hyman & Heni LCA 111 204