20220078 Wyandra St Civil OPW

                                                                                                                                                                                   OP WORKS
                                                                                                                                                                                NOT FOR CONSTRUCTION
                                              A-5                        A-4                       A-3                      A-2                      A-1




                                                                         -43°




                                                                                                  -83°




                                                                                                                            27°
                            Q10% AEP
                           (2100) HGL




                                                                                                                                                                                                                           13/07/2022


                                                                                                                                                                                                                           EA ID: 2557785
                                                                                                                                                                                                                            RPEQ: 26443


DATUM RL                                           17.00
                                                                                                                                                                                   DO NOT SCALE, IF IN DOUBT ASK!
COVER (& NATURAL SURFACE) LEVEL            26.00 (27.14)             26.00 (26.52)             25.65 (26.35)             24.07                    22.52

DEPTH TO INVERT                                    0.68                0.80 1.06                0.88 0.90                 1.41 1.43                       0.92

                                                                     25.34 25.10               24.99 24.93               22.88 22.82
HYDRAULIC GRADE LINE                       25.65 25.47               25.15                     25.00                     22.89                            21.78

INVERT LEVEL                                       25.32             25.20 24.94               24.77 24.75               22.66 22.64                      21.60

PIPE CHAINAGE                         -38.60                         -26.32                    -20.37                    -1.38                     6.22
PIPE LENGTH                                                L=12.28                   L=5.95                   L=18.99                   L=7.60
                                                                                                                                                                   C 11/07/22 ISSUE FOR OPW                                           BP        NW
PIPE SIZE (mm)                                               225                      300                      300                       300
                                                                                                                                                                   B                   NOT USED
PIPE GRADE (%)                                              0.99%                    2.86%                    11.01%                   13.69%
                                                                                                                                                                   A                   NOT USED
PIPE GRADE (1 in)                                         1 in 100.6                 1 in 35                  1 in 9.1                 1 in 7.3
                                                                                                                                                                  Rev Date             Description                                    By Chk
PIPE COVER MINIMUM                                        Cover=0.45               Cover=0.43               Cover=0.60                Cover=0.65
PIPE CLASS                                         Class=uPVC SN10              Class=uPVC SN10          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=1.13                Vcap=2.31                Vcap=4.54                 Vcap=5.06
Vc - CRITICAL DEPTH VELOCITY (m/s)                         Vc=1.14                   Vc=1.13                  Vc=1.19                  Vc=1.23
Vn - NORMAL DEPTH VELOCITY (m/s)                           Vn=1.22                   Vn=1.96                  Vn=3.32                  Vn=3.67
Vf - FULL PIPE VELOCITY (m/s)                              Vf=0.80                   Vf=0.62                  Vf=0.72                  Vf=0.78                       [email protected]
Qcap - CAPACITY FLOW (L/s)                                 Qcap=45                 Qcap=163                 Qcap=321                  Qcap=358                       37 MARY ST NOOSAVILLE, QLD
Q - PIPE FLOW (L/s)                                         Q=32                      Q=44                     Q=51                     Q=55                         07 5211 1003
Qi - PIT INFLOW (L/s) & CHOKE (%)     Qi=32                          Qi=12                      Qi=7                     Qi=4                                     Client
Ku (& Kw) - PIT LOSS FACTORS            5.61                           2.34 (2.42)              2.28 (2.70)              1.81 (2.22)                              FORDE PROPERTY
PIT TYPE                          600x600 FI                  600x900 FI               600x600 FI               900x900 FI                EXISTING                Project Name
                                         996.96E                993.86E                   986.25E                  977.16E                  970.88E               RESIDENTIAL DUPLEX DEVELOPMENT
PIT SETOUT                              4988.74N               5000.63N                  5002.21N                 4985.55N                 4981.26N               6 WYANDRA STREET
                                          26.00Z                 26.00Z                    25.65Z                   24.07Z                   22.52Z
                                                                                                                                                                  NOOSA HEADS
ROAD NAME &
ROAD CHAINAGE & OFFSET                                                                                                                                             Title
                                                                                                                                                                  STORMWATER SECTIONS
                                                   LINE A


                                                                                                                                                                  Project No.                Discipline           Status
                                                                                                                                                                            20220078                      CIVIL                OPW
                                                                                                                                                                  Designed By                Drawn By             Scale
                                                                                                                                                                                                                                                 (at
                                                                                                                                                                                 BRP                      BRP              AS SHOWN             A1)

                                                                                                                                                                   Drawing No.                                                       Revision

                                                                                                                                                                           C33                                                              C