20220230-CV-Set

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




                                                                                                                                           -13°




                                                                                                                                                                                                                          86°
                                                                                     Q2100 10% AEP HGL




                                                                 DATUM RL                                           21.00                                                                          22.00
                                                                 COVER (& NATURAL SURFACE) LEVEL            29.30 (29.25)               29.30 (28.98)             27.95 (27.81)             29.30 (29.53)              29.30 (29.29)                29.30 (29.02)

                                                                 DEPTH TO INVERT                                    0.35                 0.71 1.10                        0.13                     0.35                 0.60 0.62                           0.85

                                                                                                                                        28.67 28.31
                                                                 HYDRAULIC GRADE LINE                               29.05               28.41                             27.91             29.19 29.05                         28.80                       28.57

                                                                 INVERT LEVEL                                       28.95               28.59 28.20                       27.83                    28.95               28.70 28.68                          28.45

                                                                 PIPE CHAINAGE                          -9.52                            9.00                     18.72                 -16.45                         -0.92                        13.81
                                                                 PIPE LENGTH                                                 L=18.52                   L=9.71                                              L=15.54                      L=14.73
                                                                 PIPE SIZE (mm)                                               150                    (2x)75x125                                              150                          150
                                                                 PIPE GRADE (%)                                              1.94%                      3.81%                                               1.61%                        1.53%
                                                                 PIPE GRADE (1 in)                                          1 in 51.4                 1 in 26.3                                            1 in 62.1                    1 in 65.5
                                                                 PIPE COVER MINIMUM                                        Cover=0.20                Cover=0.12                                           Cover=0.20                Cover=0.39
                                                                 PIPE CLASS                                          Class=uPVC SN10                 Class=PVC                                     Class=uPVC SN10              Class=uPVC SN10
                                                                 PIPE ROUGHNESS                                              n=0.013                  n=0.013                                              n=0.013                      n=0.013
                                                                 Vcap - CAPACITY VELOCITY (m/s)                             Vcap=1.20                Vcap=1.41                                            Vcap=1.09                 Vcap=1.07
                                                                 Vc - CRITICAL DEPTH VELOCITY (m/s)                          Vc=0.97                  Vc=1.03                                              Vc=0.96                      Vc=1.17
                                                                 Vn - NORMAL DEPTH VELOCITY (m/s)                           Vn=1.26                   Vn=1.32                                              Vn=1.16                      Vn=1.21
                                                                 Vf - FULL PIPE VELOCITY (m/s)                               Vf=0.72                  Vf=0.89                                              Vf=0.71                      Vf=1.04
                                                                 Qcap - CAPACITY FLOW (L/s)                                 Qcap=21                   Qcap=26                                              Qcap=19                      Qcap=19
                                                                 Q - PIPE FLOW (L/s)                                          Q=13                      Q=17                                                Q=13                         Q=18
                                                                 Qi - PIT INFLOW (L/s) & CHOKE (%)     Qi=13                            Qi=4                                            Qi=13                          Qi=6
                                                                 Ku (& Kw) - PIT LOSS FACTORS            0.00                           2.07 (2.52)                                         5.24                       0.00
                                                                 PIT TYPE                           INSP PIT                      INSP PIT        KERB ADAPTOR                       INSP PIT                   INSP PIT                     INSP PIT
                                                                                                         1019.02E                1015.03E                  1015.05E                  1033.29E                   1029.89E                     1015.33E
                                                                 PIT SETOUT                              4989.76N                4971.67N                  4961.96N                  4984.62N                   4969.46N                     4971.70N
                                                                                                           29.30Z                  29.30Z                    27.81Z                    29.30Z                     29.38Z                       29.30Z
                                                                 ROAD NAME &
                                                                 ROAD CHAINAGE & OFFSET
                                                                                                                    LINE A                                                                         LINE B




                                                                                           SCALE:                                                                                 CLIENT:                                                                           APPROVED BY:             PROJECT NAME:

                                                                                                                                                                                                                                                                                             RESIDENTIAL DUPLEX AT 22 DELORME ST
                                                                                                                    AS SHOWN                                                                                                                                                                 TITLE:                 STATUS:

                                                                                                                                                                                                                                                                                             STORMWATER DRAINAGE    ISSUED FOR APPROVAL
 © ABN 89 647 469 707    C    21/10/22   REISSUED FOR APPROVAL         MVP    BRP    NW                                                                                                             SANTIAGO NOMINEES                                                     NATHAN WAGSTAFF    SECTIONS
                         B    12/06/22   REVISED ARCH LAYOUT           BRP    BRP    NW
    37 MARY ST                                                                                                                                                                                                                                                               RPEQ: 26443
                         A    19/05/22   MCU ISSUE                     BRP    BRP    NW
NOOSAVILLE, QLD 4566                                                                                                                                                                                                                                                         CPEng NER       DRAWING NUMBER:        PROJECT NUMBER:            REV:
   +61 7 5211 1003      REV   DATE               DESCRIPTION          DWN     CHK   APP                                                                                                                                                                                                                                               SHEET
                                                                                                                                                                                                                                                                            DATE: 21/10/22                                             SIZE:
RECORCONSULTING.COM                                  REVISIONS                                                                                                                                                                                                                               C44                    20220130          A1 C