--18-06-2008GENERAL NOTES AND GUIDELINES 1.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER FOOTING EXCAVATION AND LAYING OF REINFORCING STEEL BARS HAVE BEEN COMPLETED AND PRIOR TO POURING OF CONCRETE AND SOIL POISONING.2. THE ENGINEERS/ARCHITECTS ARE NOT LIABLE FOR THOSE WHO REQUESTED RMC AND SOIL POISONING SCHEDULE DIRECTLY TO THE SUPPLIERS. 3.SCHEDULING OF CONCRETE POURING WILL DEPEND PRIOR TO THE INSPECTION OF LAY-OUT. 4.EVERY CONTRACTOR IS REQUIRED TO HAVE THE FOLLOWING EQUIPMENTS:1. CONCRETE VIBRATOR 2. ONE BAGGER MIXER3. MINIMUM OF 5 PCS 1' X 1' X 1' MEASURING TOOL (DAGI-DAGI)4. TAMPERING TOOL / PLATE COMPACTOR5. FOUNDATION SHALL REST ON NATURAL SOIL, UNLESS OTHERWISE NOTED BY THE ENGINEER, NO PART OF THE FOUNDATION SHALL REST ON FILL. 6.FOR STARTER COLUMNS, THE JOB MIX RATIO IS 1:2:3, CORRESPONDS TO CEMENT, SAND AND GRAVEL ACCORDINGLY. 7.THE FIRST LAYER OF CHB MUST BE LAID IN TIME WITH THE SETTLEMENT OF THE CONCRETE.8.CONCRETE HOLLOW BLOCKS MUST BE PLACED, INTERLOCKED.9. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS10. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER/ARCHITECT BEFORE PROCEEDING WITH THE WORK.11. IN CASE OF DISCREPANCIES BETWEEN PLAN/DETAILS, THE ENGINEER/ARCHITECT SHALL DETERMINE WHICH SHALL GOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER/ARCHITECT BEFORE PROCEEDING WITH THE WORK.12. USE BANDAY-BANDA INSTEAD OF GRAVEL ON FOOTING AND SLAB