20230023-231215-Rev C

                                                                                                                                     STRUCTURE
                                                                                                                                     NAME




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                                                                                                                                                                                                         18kL WATER TANK 1 OUT LET




                                                                                                                                                                                                                                                                     18kL WATER TANK 2 OUT LET
                                                                                                                                     STRUCTURE
                                                                                                                                     DESCRIPTION




                                                                                                                                                                                                                                                      KERB ADAPTOR




                                                                                                                                                                                                                                                                                                                   KERB ADAPTOR
                                                                                                                                                                                                                                                      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




                                                                                                                                                                                                                                                      16.617




                                                                                                                                                                                                                                                                     17.387




                                                                                                                                                                                                                                                                                                                   17.303
                                                                                                                                     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
                                                                                                                                     INVERT LEVEL
                                                                                                                                                                                                         16.555



                                                                                                                                                                                                                                                      16.517
                                                                                                                                                                                                                                                      16.517




                                                                                                                                                                                                                                                                     17.222



                                                                                                                                                                                                                                                                                                                   17.203
                                                                                                                                                                                                                                                                                                                   17.203
                                                                                                                                                                                                         14.282




                                                                                                                                                                                                                                                                     14.537
                                                                                                                                     OF DRAIN
                                                                                                                                     DESIGN SURFACE
                                                                                                                                                                                                         17.132




                                                                                                                                                                                                                                                      16.620




                                                                                                                                                                                                                                                                     17.387




                                                                                                                                                                                                                                                                                                                   17.313
                                                                                                                                     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

                                                                                                                                                                                                                                                                                                                                  206 DAVID LOW WAY         STORMWATER LONGITUDINAL SECTION
                                                                                                                                                                                                                                                                                                                                  PEREGIAN BEACH QLD 4573
                                                                                For and on behalf of RECOR Pty Ltd.

 C    15.12.23   REISSUED FOR APPROVAL               MP    AB                   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

                                                                                                                                                                                                                                                                                                                                                                                                                 041                                     C
                                                                                                                                          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.