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2499 - 33 Pavilion St, Pomona - Civil Drawings (BSCE)

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                                                                                                                                               1/5




                                                                                                                                                                           3/1




                                                                                                                                                                                                                                               1/6




                                                                                                                                                                                                                                                                                   2/6
                                                                                                             STRUCTURE NAME




                                                                                                                                                                            2.4m Lintel (GRADE) CUSTOM BASE (refer detail)
                                                                                                             STRUCTURE DESCRIPTION




                                                                                                                                                                                                                                               900x900 WITH SEALED LID
                                                                                                                                                                            STD LIP IN LINE GULLY
                                                                                                                                               STD FIELD INLET




                                                                                                                                                                                                                                               STD FIELD INLET




                                                                                                                                                                                                                                                                                     HEADWALL
                                                                                                                                               600x600




                                                                                                                                                                   DESIGN SURFACE


                                                                                                                                                                                                                             10% AEP HGL




                                                                                                                            EXISTING SURFACE




                                                                                                             PIPE SIZE (mm)                                       375                                                                                                     375
                                                                                                             PIPE CLASS                                          RCP (4)                                                                                                 RCP (4)

                                                                                                             PIPE GRADE (%)                                      1.63%                                                                                                   0.40%
                                                                                                             PIPE SLOPE (1 in X)                                  61.7                                                                                                   250.0

                                                                                                             PIPE FLOW (cumecs)                                   0.043                                                                                                   0.178
                                                                                                             CAPACITY FLOW (cumecs)                               0.224                                                                                                   0.111

                                                                                                             FULL PIPE VELOCITY (m/s)                             0.39                                                                                                    1.61
                                                                                                             NORMAL DEPTH VELOCITY (m/s)                          1.56                                                                                                    1.61

                                                                                                             DATUM RL                                   78.000                                                                                               77.000
                                                                                                                                               87.073
                                                                                                                                               87.029



                                                                                                                                                                           87.022
                                                                                                                                                                           87.039
                                                                                                                                                                           87.022




                                                                                                                                                                                                                                                            84.822




                                                                                                                                                                                                                                                                                                84.658




                                                                                                             HGL ELEVATION
                                                                                                                                                        1.047




                                                                                                                                                                            1.010
                                                                                                                                                                            1.010




                                                                                                                                                                                                                                                            0.900




                                                                                                                                                                                                                                                                                     0.496
                                                                                                                                                                                                                                                                                     0.496
p:\2499-33 pavillion st pomona\design\civil\acad [opw]\c320-c321 stormwater longitudinal sections.dwg




                                                                                                             DEPTH TO INVERT
                                                                                                                                                        86.412




                                                                                                                                                                            86.233
                                                                                                                                                                            86.233




                                                                                                                                                                                                                                                            84.400




                                                                                                                                                                                                                                                                                     84.349
                                                                                                                                                                                                                                                                                     84.349




                                                                                                             INVERT LEVEL OF DRAIN
                                                                                                                                               87.458




                                                                                                                                                                            87.243




                                                                                                                                                                                                                                               85.300




                                                                                                                                                                                                                                                                                     84.845




                                                                                                             SETOUT LEVEL
                                                                                                                                                E 485827.447




                                                                                                                                                                             E 485838.155




                                                                                                                                                                                                                                                E 485781.042




                                                                                                                                                                                                                                                                                      E 485768.442
                                                                                                                                               N 7084785.848




                                                                                                                                                                            N 7084783.456




                                                                                                                                                                                                                                               N 7084755.913




                                                                                                                                                                                                                                                                                     N 7084757.545




                                                                                                             SETOUT COORDINATES
                                                                                                                                                                            10.972




                                                                                                                                                                                                                                                                                     12.706
                                                                                                                                               0.000




                                                                                                                                                                                                                                               0.000




                                                                                                             CHAINAGE                                            11.018                                                                                                  12.706



                                                                                                             LINE                                                  5                                                                                                       6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROJECT:                                       JOB NUMBER
                                                                                                        REV DATE DESCRIPTION                                                            BY                                    CHKD             DETAILS                                                                                         SCALE                                                               APPROVED                                          PROPOSED RESIDENTIAL DEVELOPMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                       Barlow Shelley Pty Ltd
                                                                                                         A   11.07.25   FOR APPROVAL                                                              EC                            CS
                                                                                                                                                                                                                                                                                                                                                                                                                                       ABN 29 679 702 599
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     AT 33A PAVILION STREET POMONA                   2
                                                                                                                                                                                                                                      DATUM                                           AHD                            1:500
                                                                                                                                                                                                                                                                                                                   1:1000
                                                                                                                                                                                                                                                                                                                                10        5         0                  10                 20     A1
                                                                                                                                                                                                                                                                                                                                                                                                 A3              .................     07 5443 8285                  FOR INTEGRATED PROJECTS (QLD) PTY LTD
                                                                                                                                                                                                                                      DESIGN                                              EC                                                          HORIZONTAL                                                                       PO Box 899
                                                                                                                                                                                                                                                                                                                                                                                                                 Engineer: TIM BURKE   Maroochydore 4558             DRAWING TITLE:                             DRAWING NUMBER   REV
                                                                                                                                                                                                                                      DRAWN                                               EC                          1:50       1       0.5        0                  1                   2     A1                                    [email protected]
                                                                                                                                                                                                                                      DESIGN CHECK                                       CS
                                                                                                                                                                                                                                                                                                                     1:100                                                                       A3
                                                                                                                                                                                                                                                                                                                                                                                                                    (RPEQ 25245)                                     STORMWATER LONGITUDINAL SECTIONS SHEET 2      C321          A
                                                                                                                                                                                                                                                                                                                                                        VERTICAL                                                                       barlowshelley.com.au
                                                                                                                                                                                                                                                                                                                                                                                                              DRAWING STATUS
                                                                                                                                                                                                                                      DATE                                     1 -              -2 2     This drawing is not to be copied or amended without written permission from Barlow Shelley Pty Ltd
                                                                                                                                                                                                                                                                                                                                                                                                                  FOR APPROVAL
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