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engineering drawings

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                                                                     A-4                A-3                  A-2                A-1                      B-2                         B-1




                                                                                                             11°
                                                                                        1°



                                           Q2100 10% AEP                                                               Q2100 10% AEP
                                        HYDRAULIC GRADE                                                             HYDRAULIC GRADE
                                                    LINE                                                                        LINE




                   DATUM RL                             27.00                                                                                               24.00
                   COVER (& NATURAL SURFACE) LEVEL34.60 (34.65)                      34.60 (34.25)     34.60 (34.96)        34.97 (34.84)             32.20 (32.45)               30.21

                   DEPTH TO INVERT                      0.35                          0.46 0.48         0.59 0.61            1.12 1.13                         1.20                       0.25

                   HYDRAULIC GRADE LINE                           34.49 34.35        34.27 34.25       34.13 34.12                  33.96             31.32 31.11                         30.01

                   INVERT LEVEL                               34.25          34.14 34.12         34.01 33.99         33.85 33.84                               31.00                      29.96

                   PIPE CHAINAGE                        0.00                  7.13               13.75               27.94                             0.00                       7.42
                   PIPE LENGTH                                      L=7.13                L=6.62             L=14.20                                                   L=7.42
                   PIPE SIZE (mm)                                     150                  225                 225                                                (2x)75x125
                   PIPE GRADE (%)                                    1.51%                1.66%               0.99%                                                    14.02%
                   PIPE GRADE (1 in)                                 1 in 66            1 in 60.1           1 in 100.7                                                 1 in 7.1
                   PIPE COVER MINIMUM                             Cover=0.20           Cover=0.25          Cover=0.38                                             Cover=0.09
                   PIPE CLASS                                  Class=uPVC SN10 Class=uPVC SN10 Class=uPVC SN10                                                        Class=VC
                   PIPE ROUGHNESS                                   n=0.013              n=0.013             n=0.013                                                   n=0.013
                   Vcap - CAPACITY VELOCITY (m/s)                 Vcap=1.06            Vcap=1.46           Vcap=1.13                                                  Vcap=2.36
                   Vc - CRITICAL DEPTH VELOCITY (m/s)               Vc=0.91              Vc=0.99             Vc=0.99                                                   Vc=1.05
                   Vn - NORMAL DEPTH VELOCITY (m/s)                Vn=1.10              Vn=1.36              Vn=1.12                                                  Vn=2.26
                   Vf - FULL PIPE VELOCITY (m/s)                    Vf=0.62              Vf=0.55             Vf=0.55                                                   Vf=0.95
                   Qcap - CAPACITY FLOW (L/s)                      Qcap=19              Qcap=58             Qcap=45                                                   Qcap=44
                   Q - PIPE FLOW (L/s)                               Q=11                 Q=22                Q=22                                                      Q=18
                   Qi - PIT INFLOW (L/s) & CHOKE (%) Qi=11                   Qi=11                Qi=0                                                Qi=18
                   Ku (& Kw) - PIT LOSS FACTORS         7.23                  1.43 (1.45)         0.94 (1.12)                                          4.53
                   PIT TYPE                        450x450 FI           450x450 FI          600x600 FI           EXISTING                         450x450 FI     KERB ADAPTOR

                   PIT SETOUT
                                                                                                                           34.97Z                                            30.21Z
                   ROAD NAME &
                   ROAD CHAINAGE & OFFSET
                  SCALE: H 1:250, V 1:25                               LINE A                                                                                 LINE B
                                                                                       North Point   Approved                                                                                                                                                                                                                    Project Address         Title
                                                                                                                                                                                                                                                                                                                                 37 BOTTLEBRUSH AVENUE   STORMWATER SECTIONS
 E    14.11.24   OPW AMMENDMENT                                       TS        MP                                                                                                                                                                                                                                               NOOSA HEADS
 D    15.03.23   RFI UPDATE                                          BRP        NW                   For and on behalf of RECOR Pty Ltd.
 C    29.11.31   RFI UPDATE                                          BRP        NW                   Scale                                                                                                                     ENGINEERING & PROJECT SERVICES                                                                    Client Details          Project Name                           Sheet Size
                                                                                                                                                                                                                                  SUNSHINE COAST | BRISBANE
 B    10.10.22   RFI UPDATE                                          BRP        NW                                                          NTS                                                                                  www.recor.au | ABN 89 647 469 707                                                               S & J KNOBEL            RESIDENTIAL UNIT DEVELOPMENT             A1
 A    12.05.22   MCU / OPW ISSUE                                     BRP        NW                                                                                                          COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's                                          Project Number        Drawing Number    Revision

Rev   Date                    Revision Description                 Drawn Check                                            DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                            client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
                                                                                                                                                                                                                                  'Issued For Construction' in the revision description.                                                                  20220051              C42                 A
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