RFI - App - Updated SWMP - 11 Robert St

H3     X-bars     Y-bars
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            100 Ag drain to
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            free draining outlet
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              drain                                   E                                 REVISED FOLLOWING RFI          16/10/25
                                                                                                                                                                                                                                                                                                                  4.2                PROPOSED CONTOURS                                                                                                                                                800    700  200                      300         350    N12 at 400 N12 at 400
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Clean-out block
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1000 900 200                         300         350    N12 at 400 N12 at 400
                                                                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                                                                               90




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       H2
                                                                                                                                                                                                                                                                                                                             .                                                                                                                                                                        1200 1100 200                        300         350    N12 at 400 N12 at 400                                                                  PROVIDE WEEPHOLES
                                                                                                                                                                                                                                                                                                                           15      DRIVEWAY LEVEL                                                                                                                                                                                                                                                                                                    WHERE REQUIRED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           H3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1400 1200 250                        300         450    N16 at 400 N16 at 400
                                                                                                                                                                                                                                                                                                                      PL                                                                                                                                                                              1600 1500 250                        300         450    N16 at 400 N16 at 400                                                                  CONCRETE FOOTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     25mPa
                                                                                                                                     Cut every 2nd reinforcement bar                                                                                                                                                                                                                                                                                                                                  1800 2000 250                        300         450    N16 at 400 N16 at 400                                                                                                                                               Y Bars
                                                                                                                                     directly under saw joint and                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             B2                               Ensure hydraulic connection of
                                                                                                                                     depress fabric locally
                                                                                                                                                                                                                                                                                                                                     KEY JOINT                                                                                                                                                                                                                                                                                                                                                                                       B1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               geocomposite drain & subsoil line
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            N16 @ 400 crs each way
                              TYPICAL SAW JOINT DETAIL-SJ
             NOTE:- SAW CUTS (USING A SOFT CUT SAW) SHALL BE
                                                                                                                                                                                                                                                                                                                                     SAW JOINT                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Computer File
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               240771OPW.DWG
           INSTALLED WITHIN 8 HOURS OF CONCRETE PLACEMENT
            (WHEN AVERAGE AMBIENT TEMPERATURE EXCEEDS 32°                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DRAWING NUMBER                                                  SHEET   REV.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   TYPICAL RETAINING WALL
                 THIS TIME SHALL BE REDUCED TO 4 HOURS).
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       NOT TO SCALE                                                                                                              24-0771-OPW3         3 E