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                                                                                                                                     STRUCTURE
                                                                                                                                     NAME




                                                                                                                                                                                                       1/1


                                                                                                                                                                                                                                                  2/1



                                                                                                                                                                                                                                                                               1/2


                                                                                                                                                                                                                                                                                                                        2/2
                                                                                                                                                                                                         18kL WATER TANK 1 OUT LET




                                                                                                                                                                                                                                                                               18kL WATER TANK 2 OUT LET




                                                                                                                                                                                                                                                                                                                             CONCRETE BEDDED OUTLET
                                                                                                                                                                                                                                                      CONCRETE BEDDED OUTLET
                                                                                                                                     STRUCTURE
                                                                                                                                     DESCRIPTION




                                                                                                                                                                                                                                                      EXISTING SURFACE

                                                                                                                                                                                                                                                      DESIGN SURFACE




                                                                                                                                                                                      Q 100 HGL




                                                                                                                                     PIPE SIZE (mm)              100                                                                                                                                            100
                                                                                                                                     PIPE CLASS               uPVC SN8                                                                                                                                       uPVC SN8

                                                                                                                                     PIPE GRADE (%)             0.50%                                                                                                                                               0.50%
                                                                                                                                     PIPE SLOPE (1 in X)       200.00                                                                                                                                               200.00

                                                                                                                                     FULL PIPE VELOCITY (m/s)    2.80                                                                                                                                                2.80
                                                                                                                                     PART FULL VELOCITY (m/s) 2.80                                                                                                                                                   2.80

                                                                                                                                                      DATUM RL13.0                                                                                                                                          14.0
                                                                                                                                     PIPE FLOW                  0.022                                                                                                                                               0.022
                                                                                                                                     (Cumecs)




                                                                                                                                                                                                         17.132




                                                                                                                                                                                                                                                                               17.387
                                                                                                                                     W.S.E. IN STRUCTURE

                                                                                                                                     HYDRAULIC GRADE LEVEL


                                                                                                                                                                                                                                     16.800



                                                                                                                                                                                                                                                      16.617
                                                                                                                                                                                                                                                      16.617




                                                                                                                                                                                                                                                                                                           17.332



                                                                                                                                                                                                                                                                                                                             17.303
                                                                                                                                                                                                                                                                                                                             17.303
                                                                                                                                     DEPTH TO INVERT                                                     0.577



                                                                                                                                                                                                                                                               0.103
                                                                                                                                                                                                                                                               0.103




                                                                                                                                                                                                                                                                               0.164



                                                                                                                                                                                                                                                                                                                             0.110
                                                                                                                                                                                                                                                                                                                             0.110
                                                                                                                                                                                                         2.850




                                                                                                                                                                                                                                                                               2.850
                                                                                                                                                                                                                                                      16.517 16.617
                                                                                                                                     INVERT LEVEL
                                                                                                                                                                                                         16.555




                                                                                                                                                                                                                                                      16.517




                                                                                                                                                                                                                                                                               17.222



                                                                                                                                                                                                                                                                                                                                       17.203
                                                                                                                                                                                                                                                                                                                                       17.203
                                                                                                                                                                                                         14.282




                                                                                                                                                                                                                                                                               14.537
                                                                                                                                     OF DRAIN




                                                                                                                                                                                                                                                                                                                             17.313 17.303
                                                                                                                                     DESIGN SURFACE
                                                                                                                                                                                                         17.132




                                                                                                                                                                                                                                                                               17.387
                                                                                                                                                                                                                                                      16.620




                                                                                                                                     LEVEL

                                                                                                                                     SETOUT
                                                                                                                                                                                                         N990.239




                                                                                                                                                                                                                                                      N995.474




                                                                                                                                                                                                                                                                               N984.496




                                                                                                                                                                                                                                                                                                                             N983.845
                                                                                                                                                                                                         E472.169




                                                                                                                                                                                                                                                      E468.431




                                                                                                                                                                                                                                                                               E473.605




                                                                                                                                                                                                                                                                                                                             E469.693
                                                                                                                                     COORDINATES


                                                                                                                                     CHAINAGE                                                                                                                                                                                                                                                   VERTICAL SCALE 0.2   0   0.2   0.4     0.6   0.8   1.0    1:20 (meters)
                                                                                                                                                                                                         0.000




                                                                                                                                                                                                                                                      6.689




                                                                                                                                                                                                                                                                               0.000




                                                                                                                                                                                                                                                                                                                             3.966


                                                                                                                                                                                                                                              6.689                                                                 3.966
                                                                                                                                                                                                                                                                                                                                                                                           HORIZONTAL SCALE     2    0   2     4     6        8       10 1:200 (meters)
                                                                                                                                                                                                                                                                                                                                                                                                                         (FULL SIZE)

                                                                  North Point   Approved                                                                                                                                                                                                                                                              Project Address           Title

                                                                                  B. PARRY                                                                                                                                                                                                                                                            206 DAVID LOW WAY         STORMWATER LONGITUDINAL SECTION
                                                                                  RPEQ 28084                                                                                                                                                                                                                                                          PEREGIAN BEACH QLD 4573
                                                                                For and on behalf of RECOR Pty Ltd.
                                                                                Scale                                                                                           ENGINEERING + PROJECT MANAGEMENT                                                                                                                                      Client Details            PROJECT NAME:                                        Project Number                       Sheet Size
                                                                                                                                                                                SUNSHINE COAST | BRISBANE | SYDNEY
 B    17.10.23   RFI UPDATE                          HL    BP                                                                                                                  www.recorconsulting.com | ABN 89 647 469 707                                                                                                                           MADELEINE SWETE KELLY     PROPOSED UNIT                                        20230023                               A1
 A    31.03.23   OPW ISSUE                           QT    BP
                                                                                                           AS SHOWN                         COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's client. This                                                                                                    DEVELOPMENT                                          Drawing Number                        Revision

                                                                                                                                                                                                                                                                                                                                                                                                                                     042                                     B
                                                                                                                                          drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as 'Issued For Construction' in

Rev   Date                   Revision Description   Drawn Check                                      DO NOT SCALE, IF IN DOUBT ASK                                                                      the revision description.
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