250314OPW-B Operational Works Drawings

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                                                                                                                             IL 5.61 NOM
                                                                                                                                                                                                                                                                                                                                                                                                                      LINDSAY CONSULTING PTY




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                                                                                                                                                                        W         W                                                                                                                                                                                                                                     LINDSAY CONSULTING PTY LTD




                            33.874                                                                                                                                                                                                                                                                                                                                                                                                       LTD




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RPEQ 4928
                                                                                                                                                                                                                                                                                                                                                                                                                      OFF. 2C/82 PARKER STREET, MAROOCHYDORE                  PH 54 792 118




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                                                                                                                                                                                                                                                                                                                                                                                                                     THIS DRAWING REMAINS THE PROPERTY OF
                                                                                                                                                                                                                                                                                                                                                                                                                     LINDSAY CONSULTING PTY LTD AND IS FOR




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                                                                                                                                                                                                                                                                                                                                                                                                                       THE SOLE USE OF THE CLIENT. NO PART




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                                                                                                                                                                                                                                                                                                                                                                                                                     MAY BE USED IN PART OR WHOLE WITHOUT




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                                                                                                                                                                                                                                                                                                                                                                                                                        PRIOR EXPRESS WRITTEN CONSENT OF




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                                                                                                                                                                                                                                                                                                                                                                                                                           LINDSAY CONSULTING PTY LTD




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                                                                                                                                                                                                                                                                                                                                                                                                                    CLIENT AND PROJECT DESCRIPTION




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                                                                                                                                                                                                                           NAIL IN KERB
                                                                                                                                                                                                                           RL 6.38 AHD
                                                                                                                                                                                                                                                                                                                                                                                                                       EAGLE SURVEYS




                                                                                                                                                                                                                            BENCHMARK
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                                                                                                                                                                                                                                                                                                                                                                                                                       PROPOSED SUBDIVISION




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                                                                                                                                                                                                                                                                                                                                                                                                                       33 CRANK STREET,




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                                                                                                                                                                                                                                                                                                                                                                                                                       TEWANTIN




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                                                                                                                             EX 150 uPVC SEWER MAIN
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                                                                                                                                                                                                                                                                                                                                                                                                                    DRAWING TITLE
                                                                                                                         7




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                                                                                                                                                                                                                                                                                                                                                                                                                     CIVIL WORKS AND

                                                                                                                                                                90°02'20"
                                                                                                                                                                                                                                                                                                                                                           20W x 40D
                                                                                                                                                                                                                                                                                                                                                                                                                     STORMWATER MANAGMENT
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                                                                                                                                                      23.774
                                                                                                                                                                                                                                                                                                                                                          joint sealant
                                                                                                                                                                                                                        All redundant crossoevers shall




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                                                                                                                                                                                                                        removed and made good                                                                                                                                Danley key joint
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                                                                                                                                                                                                                                                                                                                                                                             with R12 dowels at 300 CRS




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                                                                                                                                                                                                                                                                                                                                                                                                                    SCALES
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                                                                                                                                                                                  2000                             1500                                                                                                                                                                                                                              0                   5m



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                                                                                                                                                                                 1 in 40                          1 in 8
                                                                                                                                                                                                                                                                                                                                              TYPICAL KEY JOINT DETAIL - KJ
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                                                                                                    10000                                                                    6230                                                                                                                                                                                                                                                                    Orig. 1:100


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                                                                                                  1 in 28.6                                                                 1 in 31
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                                                                                                                                                                                                                                                                                                                                                                          Bolster cut slab (3w x 30d) Fill joint
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                                                                                                                                                                                                                                                                                                                                                                          to 3mm. below surface with Fosroc
                                                                                                                                                                                                                                                                                                                                                                          Expandite Thioflex 600g or similar
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                            32.858
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                                                                                                                                                                                                   00


                                                                                                                                                                                                             0
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                                                                                                                                                                                                             95
                                                                                                                                                                                                                                                                                                                                                                                                                    SURVEY DATUM
                                                          1500




                        180°00'
                                                                                    55




                                                                                                                                                                   20




                                                                                                                                                                                                0
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                                                                                                                                                                                                                        Driveway crossoveer in
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                                                                                                                                                                                                                                                                                                                                                                                                                                                     Level Datum:
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                                                                                                                                                                                                                        accordance with IPWEA Std
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                                                                                                                                                                                                                        drawings RSD100 and RSD101                                                                                                                                                                                                   PSM105341
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                                                          3500




                                                                                                                                                                                                                                                                                                                                                                               Cut every 2nd reinforcement bar
                                                                                                                                                                                                                                                                                                                                                                                                                                                     RL8.712m AHD
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                                                                                                                                                                                                                                                                                                                                                                               directly under saw joint and
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                                                                                    43




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                                                                                                                                                                                                                                                                                                                                                                               depress fabric locally
                                                                                                                                                      9.22
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                                                                                                                                                                                                                                                                                                                                              TYPICAL SAW JOINT DETAIL-SJ
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                                                                                                                                                                                                                                                                                                                                            NOTE:- SAW CUTS (USING A SOFT CUT SAW) SHALL BE
                                                                                                                                                                                                                                                                                                                                                                                                                    ASSOCIATED CONSULTANTS
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                                                                                                                                                                                                                                                                                                                                          INSTALLED WITHIN 8 HOURS OF CONCRETE PLACEMENT
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                                                                                                                                                                            EXISTING
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                                                                                                                                                                                                                                                                                                                                           (WHEN AVERAGE AMBIENT TEMPERATURE EXCEEDS 32°
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                                  10000 lt detention tank,                                                                                                                    IL 4.52                                                                                                                                                           THIS TIME SHALL BE REDUCED TO 4 HOURS).
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                                  refer detail, IL 4.80                                                                                                                                                                                                                                                                                    SL72 Fabric placed centrally
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                                                                                                                         105°
                                                                                                                         1.5502' 3 35          S




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                                                                                                                                                  IL 4.15 NOM




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                                                                                                                                10
                                                                                                                                1.5°502'
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                                                                                                                                                                                                                                                                                                                                              PAVEMENT DESIGN DETAIL
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                                                                                                                                                                                        Dia 100 outlet pipe with 25 mm
                                                                                                                                      10 °01

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                                                                                                                                        7 '




                                                                                                                                                                                        restriction pipe (refer tank detail)
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                                                                                                                                                                                        IL upstream 4.80
                                                                                                   3.10
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                                                                                                        7
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                                                                                                                                                                                        IL downstream 4.70
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S   S   S   S       S   S     S       S   S   S       S
                                                                                                                                                                                                                                                                                                                                        NOM   SL   6.00
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                                                                         S   S    S   S   S   S     S     S    S         S       S
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                                                                                                              165°
                                                                                                        00'
W               W                 W               W                  W                W            W                     W                                            W          W                     W           W               W                                                                                                                                               100    PVC
                                                                                                                                                                                                                                                                                                                                                                                                                    REVISION LIST
                                                                                                                                                                                                                                                                                                                                                                                   overflow
                                                                                                                                                                                                                                                                                                                                                                                                                    A ORIGINAL ISSUE                                               21/5/25
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                                                                                                                                                                                                                                                                                                                                                                                                                    A ORIGINAL ISSUE                                               21/5/25
                      Dia 100 inlet pipe stub
                                                                                                                                                                                                                                                                                                                                                                                   pipe
                                                                                                                                                                                                                                                                                   Inlet   Pipes

                                                                                                                                                                                                                                                                                       IL   5.80

                    for future house IL 5.80                                                                                                                                                                      LEGEND
                                                                                                                                                                  1500 mm MIN                                                                                                                10000   lt   MIN


                                                                                                                                                                                                                                      Existing contours
                                                                                                                                                              exclusion zone from
                                                                                                                                                                                                                                                                                           detention   tank




                                                                                                                                                               existing sewer line                                                                                                             NOM     TANK     IL   4.80

                                                                                                                                                                                                                       9.50               Proposed Pavement Level (refer detail)
                                                                                                                                                                                                                                                                                                                                                                                   25    PVC     restricted

                                                                                                                                                                                                                                           Key Joint

                                                                                                                                                                                                                                           Saw Joint
                                                                                                                                                                                                                                                                                                                            WATER DETENTION TANK DETAIL                            flow     pipe                   Computer File

                                                                                                                                                                                                                                                                                                                                                                                                                   DRAWING NUMBER
                                                                                                                                                                                                                                                                                                                                                                                                                                                         250314OPW.DWG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SHEET   REV.

                                                                                                                                                                                                                                                                                                                                                                                                                                                          25-0314-C3              3 B