Liezer A. Barruga

NOTES: 1. ALL DIMENSIONS ARE IN MILLIMETERS AND ALL LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED. 2. THIS DRAWING TO BE READ IN CONJUNCTION WITH ALL JOINT SEALANT OTHER DRAWINGS WALL THICKNESS 12.5 (TYP.) 3. HOSES AT THE CONSTRUCTION JOINTS HAVE TO BE INJECTED BEFORE RELEASING THE DEWATERING 20 REINJECTABLE HOSE SYSTEM(TYP) PVC EXTERNAL & SYSTEM,HOSES SHOULD ALSO BE TESTED BEFORE INTERNAL WATERSTOP FLOOR THI CKNESS AND AFTER POURING CONCRETE TO AVOID BLOCKAGE. 4. RETARDERS SHOULD BE USED AT THE CONSTRUCTION JOINTS CONCRETE SURFACE WITH REASONABLE POT LIFE SUBJECTED TO THE ENGINEER'S APPROVAL AND 75 SHOULD BE WASHED IN THE SPECIFIED TIME. 240 MIN. 20 Y PARAPET WALL WATERPROOFING 240 M I N. MEMBRANE 75mm THK. BLINDING CONCRETE 50 mm THK SAND/ CEMENT SCREED 400 100 TYPICAL CONSTRUCTION JOINT PVC EXTERNAL AND 7 IN BASE SLAB INTERNAL WATERSTOP NTS X 200 X 125 150 125 Y PLAN TYPICAL CONSTRUCTION JOINT IN WALL 8 NTS 3Y 10 300 TENDER DOCUMENT 400 125 150 200 125 100 270x250 GRATING 2Y 10 A ISSUED FOR TENDER DATE WAM DESCRIPTION APPR'D Client 300 200 100 300 22-FEB-15 REV. 3Y 10 250 250 Consultant Project / Contract JEBEL ALI HILLS ROADS & INFRASTRUCTURE 3Y 10 PACKAGE 5 3Y 10 3Y 10 2Y 10 SECTION X-X SECTION Y-Y Drawing Title PROPOSED IRRIGATION AND FIRE PUMP STATION-SCUPPER DRAIN AND CONSTRUCTION JOINT DETAILS CONTRACT No: SCUPPER REINFORCEMENT DETAILS User: at : on : usi ng : $ACCUSER$ $TI M E$ $DATE$ $FI LE$ NTS DRAWN ALI HORZ SCALE : JOB No: 350655 DESIGNED CHECKED MS LB WAM DATE ACTUAL SIZE NTS 25-NOV-2014 Drawing No. ST_IR_851_12_10_016 APPROVED A1 Rev. A