240608Opw-b

                                                                                                                                                                                                                                                                                                                                                                                   LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                                                                                                                                                                     LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                                                                                                                                                                                                                      LTD


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

                                                                                                                                                                                                                                                                                                                                                                                  THIS DRAWING REMAINS THE PROPERTY OF




                                 1/1

                                                               2/1




                                                                                                      3/1

                                                                                                                            4/1



                                                                                                                                                 1/2




                                                                                                                                                                                        2/2

                                                                                                                                                                                                                    3/2
STRUCTURE NAME                                                                                                                                                                                                                                                                                                                                                                    LINDSAY CONSULTING PTY LTD AND IS FOR
                                                                                                                                                                                                                                                                                                                                                                                    THE SOLE USE OF THE CLIENT. NO PART
                                                                                                                                                                                                                                                                                                                                                                                  MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                                                                                                                                                                                                                                                                                                                     PRIOR EXPRESS WRITTEN CONSENT OF


                                    600x600 FIELD INLET



                                                               600x900 FIELD INLET




                                                                                                      600x900 FIELD INLET




                                                                                                                                                 600x600 FIELD INLET




                                                                                                                                                                                        600x900 FIELD INLET
                                                 TYPE 2



                                                                            TYPE 2




                                                                                                                   TYPE 2




                                                                                                                                                              TYPE 2




                                                                                                                                                                                                     TYPE 2
                                                                                                                            HEADWALL




                                                                                                                                                                                                                    HEADWALL
                                                                                                                                                                                                                                                                                      MINIMUM OUTLET ROCK PROTECTION
                                                                                                                                                                                                                                                                                                                                                                                        LINDSAY CONSULTING PTY LTD

STRUCTURE                                                                                                                                                                                                                                                         PIPE        DESIGN                           OUTLET
                                                                                                                                                                                                                                                                                                                                                             NOMINAL              CLIENT AND PROJECT DESCRIPTION
                                                                                                                                                                                                                                                                                            DESIGN
DISCRIPTION                                                                                                                                                                                                                                      OUTLET
                                                                                                                                                                                                                                                STRUCTURE
                                                                                                                                                                                                                                                                  SIZE      DISCHARGE      DISCHARGE        VELOCITY
                                                                                                                                                                                                                                                                                                                             LENGTH
                                                                                                                                                                                                                                                                                                                              L (m)
                                                                                                                                                                                                                                                                                                                                          WIDTH
                                                                                                                                                                                                                                                                                                                                          W1 (m)
                                                                                                                                                                                                                                                                                                                                                    WIDTH
                                                                                                                                                                                                                                                                                                                                                    W2 (m)
                                                                                                                                                                                                                                                                                                                                                              ROCK
                                                                                                                                                                                                                                                                                                                                                             SIZE d50
                                                                                                                                                                                                                                                                                                                                                                        DEPTH
                                                                                                                                                                                                                                                                                                                                                                        (mm)        GJ GARDNER NOOSA
                                                                                                                                                                                                                                                                 D (mm)       Qo (m³/s)        ARI             Vo (m/s)
                                                                                                                                                                                                                                                                                                                                                              (mm)
                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED RESIDENTIAL
Refer Local Authority                                                                                                                                                                                                                              4/1             300             0.106      100                 1.5          0.9           1.6     1.96      100       180        DEVELOPMENT
Standard Drawings
                                                                                                                                                                                                                                                   3/2             225             0.055      100                1.39          0.7          1.265    1.55      100       180        4-6 HAY STREET,
                                                                                                                                                                                                                                                                                                                                                                                    TEWANTIN
                                                                                                                                                                                                                                                             NOTES:
                                                                                                                                                                                                                                                              1. OUTLET EROSION CONTROL PAD DESIGN FOR SINGLE CELL PIPES IS IN ACCORDANCE WITH THE QUDM
                                                                                                                                                                                                                                                                 SECTION 8.7 AND FIGURE 8.14
                                                                                                                                                                                                                                                              2. OUTLET EROSION CONTROL PAD DESIGN FOR MULTI CELL PIPES AND RCBC IN ACCORDANCE WITH THE
                                                                                                                                                                                                                                                                 QUDM SECTION 10.4.15 AND FIGURE 10.12                                                                            DRAWING TITLE
                                                                                                                                                                                                                                                              3. MAXIMUM ROCK SIZE (DMAX) SHOULD NOT BE GREATER THAN 1.5 x d50.
                                                                                                                                                                                                                                                              4. THE MINIMUM THICKNESS OF THE ROCK PAD SHOULD BE 1.8 x d50.
                                                                                                                                                                                                                                                                                                                                                                                  STORMWATER
                                                                        EXISTING SURFACE                                                                                          DESIGN SURFACE                                                              5. ALL ROCK PROTECTION TO BE PLACE ON A LAYER OF GEOFABRIC (BIDUM A24 OR APPROVED EQUIVALENT).
                                                                                                                                                                                                                                                              6. ALL ROCK TO BE CLEAN, HARD, DURABLE, RESISTANT TO WEATHER AND CRUSHED (ANGULAR)                                  DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                  LONGITUDINAL SECTION
                                                                                                                                                                                                                                                                                                                                                                                  SCALES
                                                                                                                                                                                                                                                                                                                 L
                                                                                                                                                                                                                                                                                                                                                                                  0                                    10        20        30      40 m
                               150Ø SEWER
                           IL 1.33 (APPROX)




                                                                                                                                                                       39% AEP HGL
                                                                                                                                                                                                                                                                                                                        5
                                                                                                                                                                                                                                                                                                           1
                                                                                                                                                                                                                                                                                                                                                                                   Orig. 1:1000 (HORIZONTAL)
                                                                                                                                                                                                                                                                                                                                                                                  0                                     1            2     3        4m

PIPE SIZE (mm)                                       225                                      225                   300                                                   225                              225                                                            Qo, Vo
                                                                                                                                                                                                                                                                                                                                                                                                                  Orig. 1:100 (VERTICAL)




                                                                                                                                                                                                                                                                                                    W1




                                                                                                                                                                                                                                                                                                                                                     W2
                                                                                                                                                                                                                                                         D
PIPE CLASS                                          UPVC                                     UPVC                  UPVC                                                  UPVC                             UPVC
PIPE GRADE (%)                                     1.15%                                     1.00%                1.00%                                                  1.00%                           1.00%
                                                                                                                                                                                                                                                                                                                                                                                  SURVEY DATUM
PIPE SLOPE (1 in X)                                87.00                                     100.00               100.00                                                 100.00                          100.00
FULL PIPE VELOCITY (m/s)                              0.93                                    1.19                    0.94                                                0.32                               0.87                                                                                                                                                                  .
PART FULL VELOCITY (m/s)                              1.44                                    1.51                    1.68                                                1.09                               1.42
DATUM RL                -4.0                                                                                                                                -4.0
                                                                                                                                                                                                                                                                                                                                                                                  ASSOCIATED CONSULTANTS
PIPE FLOW (Cumecs)                                    0.037                                  0.047                  0.066                                                0.013                             0.035                                                                                          PLAN

PIPE CAPACITY
                                                                                                                                                                                                                                                                                                                  L                                                                 REPRODUCED AND
AT GRADE (Cumecs)
                                                      0.053                                  0.053                  0.114                                                0.053                             0.053
                                                                                                                                                                                                                                                                                                                                                                                    UPDATED FROM
                                                                                                                                                                                                                                                                                                                                                                                    CONTOUR CONSULTING
H.G.L LEVEL
                                   2.089



                                                               2.035
                                                               1.916




                                                                                                      1.697
                                                                                                      1.666

                                                                                                                            1.616
                                                                                                                            1.616




                                                                                                                                                          1.901




                                                                                                                                                                                        1.715
                                                                                                                                                                                        1.587

                                                                                                                                                                                                                    1.553
                                                                                                                                                                                                                    1.553




                                                                                                                                                                                                                                                                          Qo, Vo                           1.8 x d50 (min)
                                                                                                                                                                                                                                                                                                                                                                                    ENGINEERS APPROVED




                                                                                                                                                                                                                                                         D
DEPTH TO INVERT                                                                                                                                                                                                                                                                                                                                                                     OPW DRAWINGS FOR
                                                               0.744
                                   0.700



                                                               0.764




                                                                                                      1.019
                                                                                                      1.039

                                                                                                                            0.896
                                                                                                                            0.896




                                                                                                                                                          0.810




                                                                                                                                                                                        1.057
                                                                                                                                                                                        1.077

                                                                                                                                                                                                                    0.988
                                                                                                                                                                                                                    0.988




                                                                                                                                                                                                                                                                                                                                                                                    PROJECT 3045 FOR OPW
INVERT LEVEL                                                                                                                                                                                                                                                                                                                                                                        22/0218 APPROVED 31
                                   1.900



                                                               1.810
                                                               1.790




                                                                                                      1.485
                                                                                                      1.465

                                                                                                                            1.452
                                                                                                                            1.452




                                                                                                                                                          1.809




                                                                                                                                                                                        1.451
                                                                                                                                                                                        1.431

                                                                                                                                                                                                                    1.421
                                                                                                                                                                                                                    1.421




                                                                                                                                                                                                                                                                                                                                     GEOFABRIC


FINISHED
                                                                                                                                                                                                                                                                                                         SECTION
                                                                                                                                                                                                                                                                                                                                                                                    OCT 2022
                                    2.600



                                                               2.754




                                                                                                      2.504



                                                                                                                            2.348




                                                                                                                                                 2.619




                                                                                                                                                                                        2.508



                                                                                                                                                                                                                    2.409




SURFACE LEVEL                                                                                                                                                                                                                                                                                OUTLET EROSION CONTROL PAD
                                                 N. 7981.765


                                                                             N. 7978.020




                                                                                                             N. 7978.020



                                                                                                                                   N. 7978.020




                                                                                                                                                         N. 7959.586




                                                                                                                                                                                                      N. 7959.586



                                                                                                                                                                                                                                  N. 7959.586
                                   E. 3041.280



                                                               E. 3041.280




                                                                                                      39.264 E. 3079.047



                                                                                                                            40.543 E. 3083.984




                                                                                                                                                 -35.761 E. 3041.092




                                                                                                                                                                                        E. 3076.854



                                                                                                                                                                                                                    E. 3079.849




SETOUT
CO-ORDINATES                                                                                                                                                                                                                                                                                                                                                                     REVISION LIST
                                                                                                                                                                                                                                                                                                                                                                                 A ORIGINAL ISSUE                                                    15/10/24
                                                                                                                                                                                                                                                                                                                                                                                 B OVERLAND FLOW PATHS ADDED                                         18/12/24
CHAINAGE
                                                               8.256
                                    0.000




                                                                                                                                                                                        0.000



                                                                                                                                                                                                                    1.020




LENGTH                                        8.256m                                       31.008m               1.279m                                                 35.761m                         1.020m

                                                                                            LINE 1                                                                         LINE 2




                                                                                                                                                                                                                                                                                                                                                                                Computer File
                                                                                                                                                                                                                                                                                                                                                                                                                      240608OW.DWG
                                                                                                                                                                                                                                                                                                                                                                                DRAWING NUMBER                                                    SHEET   REV.

                                                                                                                                                                                                                                                                                                                                                                                                                        24-0608-C9                 9      B