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CIV3045 Opw Rev B (2022-08-24)

Attached to the e-mail Operational Works Application OPW22/0XXX - DA Form 1 - Cover Letter - Civil Plans - Hay Street and Ward Street Tewantin.

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STRUCTURE NAME




                                  600x600 FIELD INLET
                                               TYPE 2




                                                                                 600x900 FIELD INLET
                                                                                              TYPE 2




                                                                                                                                                        600x900 FIELD INLET
                                                                                                                                                                     TYPE 2




                                                                                                                                                                                                              600x600 FIELD INLET
                                                                                                                                                                                                                           TYPE 2




                                                                                                                                                                                                                                                                   600x900 FIELD INLET
                                                                                                                                                                                                                                                                                TYPE 2
                                                                                                                                                                                HEADWALL




                                                                                                                                                                                                                                                                                               HEADWALL
STRUCTURE
DISCRIPTION


Refer Local Authority
Standard Drawings




                                                             EXISTING SURFACE                                                                                                                                                                        DESIGN SURFACE
                                                              IL 1.33 (APPROX)




                                                                                                                                                                                                                                      39% AEP HGL




PIPE SIZE (mm)                                                225                                           225                                                       300                                                                225                                       225
PIPE CLASS                                                   UPVC                                          UPVC                                                      UPVC                                                               UPVC                                      UPVC
PIPE GRADE (%)                                               1.00%                                        1.00%                                                     1.00%                                                               1.00%                                    1.00%
PIPE SLOPE (1 in X)                                          100.00                                       100.02                                                    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

PIPE FLOW (Cumecs)                                             0.037                                         0.047                                                    0.066                                                             0.013                                       0.035


PIPE CAPACITY
                                                               0.053                                         0.053                                                    0.114                                                             0.053                                       0.053
AT GRADE (Cumecs)
                                               2.089




                                                                                 2.035
                                                                                 1.916




                                                                                                                                                        1.697
                                                                                                                                                        1.666

                                                                                                                                                                                1.616
                                                                                                                                                                                1.616




                                                                                                                                                                                                                         1.901




                                                                                                                                                                                                                                                                  1.715
                                                                                                                                                                                                                                                                  1.587

                                                                                                                                                                                                                                                                                              1.553
                                                                                                                                                                                                                                                                                              1.553




H.G.L LEVEL
                                               0.594




                                                                                 0.999
                                                                                 1.019




                                                                                                                                                        1.019
                                                                                                                                                        1.039

                                                                                                                                                                                0.896
                                                                                                                                                                                0.896




                                                                                                                                                                                                                         0.810




                                                                                                                                                                                                                                                                  1.057
                                                                                                                                                                                                                                                                  1.077

                                                                                                                                                                                                                                                                                              0.988
                                                                                                                                                                                                                                                                                              0.988




DEPTH TO INVERT
                                               1.922




                                                                                 1.755
                                                                                 1.735




                                                                                                                                                        1.485
                                                                                                                                                        1.465

                                                                                                                                                                                1.452
                                                                                                                                                                                1.452




                                                                                                                                                                                                                         1.809




                                                                                                                                                                                                                                                                  1.451
                                                                                                                                                                                                                                                                  1.431

                                                                                                                                                                                                                                                                                              1.421
                                                                                                                                                                                                                                                                                              1.421




INVERT LEVEL

FINISHED
                                  2.517




                                                                                 2.754




                                                                                                                                                        2.504



                                                                                                                                                                                2.348




                                                                                                                                                                                                             2.619




                                                                                                                                                                                                                                                                  2.508



                                                                                                                                                                                                                                                                                              2.409




SURFACE LEVEL
                                               N. 7983.600




                                                                                        N. 7978.020




                                                                                                                                                               N. 7978.020



                                                                                                                                                                                     N. 7978.020




                                                                                                                                                                                                                     N. 7959.586




                                                                                                                                                                                                                                                                                N. 7959.586



                                                                                                                                                                                                                                                                                                            N. 7959.586
                                 E. 3038.275




                                                                                 16.726 E. 3054.043




                                                                                                                                                        41.730 E. 3079.047



                                                                                                                                                                              43.009 E. 3083.984




                                                                                                                                                                                                             -35.761 E. 3041.092




                                                                                                                                                                                                                                                                  E. 3076.854



                                                                                                                                                                                                                                                                                              E. 3079.849




SETOUT
CO-ORDINATES
                                  0.000




                                                                                                                                                                                                                                                                  0.000



                                                                                                                                                                                                                                                                                              1.020




CHAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0             10              20               30   40   50m    SCALE 1:1000 (Horiz.) A3
LENGTH                                                       16.726m                                     25.004m                                                   1.279m                                                              35.761m                                  1.020m

                                                                                                       LINE 1                                                                                                                                LINE 2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0              1              2                3    4    5m     SCALE 1:100 (Vert.) A3


                                                                                                                                                                                           PLAN DETAILS:                                 PLAN AMENDMENTS:                                                                                                                                                                                                                                                          PLAN TITLE:
                                                                                                                                                                                                                                        Rev     Date       Comment                                                        Altered   Checked
                                                                                                                                                                                           Designed:                 AJD
                                                                                                                                                                                           Drawn:                    AJD                 A      14-04-22   ORIGINAL ISSUE                                                  AJD        JP
                 SUNSHINE COAST OFFICE                       NORTH LAKES OFFICE                                                                                                            Checked:                   JP                 B      24-08-22   ISSUE FOR APPROVAL                                              AJD        SC
                 Building A, Level 1,                        Corporate Suite A, Bld 2                                                                                                      Datum:                   AHD
                 6 Innovation Parkway,                       2 - 4 Flinders Parade,                                                                                                        Date:              MARCH 2022
                 Birtinya 4575, Qld                          North Lakes 4509, Qld                                   ISO 9001
                                                                                                                                                                MANAGEMENT                                                                                                                                                                        This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no part of it may in any form or by
                                                        www.ContourCE.com.au                                                                                      SYSTEMS
                                                                                                                                                                                                                                                                                                                                              any means be reproduced, stored in a retrieval system or transmitted without the prior written permission of Contour Consulting Engineers. The plan shall not
                 Ph. (07) 5493 9777                                                                      Trading name of SN Registrars (Holdings) Ltd
                                                                                                                                                                      8327                 Director: BRETT THOMSON (RPEQ 6068)                                                                                                                                                                                                                                                                                     PLAN No:                                                     REVISION:                   SHEET:    12 OF 14
                                                       [email protected]                                Quality Assured International 3rd Party Accredited                            (FOR & ON BEHALF OF CONTOUR C/E PTY LTD)                                                                                                           be used for construction without prior written approval.                                                                                                           FILE LOCATION: C:\_PROJECTS\DD262 HAY ST, TEWANTIN\DRAWINGS\3045-012.DWG
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