SUPERSEDED - Approved Plans - MCU21-0117 & OPW21-0199 · MCU21/0117

                                                                                                                                                                                                                                                                                                                                                                                                               OP WORKS
                                                                                                                                                                                                                                                                                                                                                                                                                         ISSUE


                                                                                                                                                                                                                                                                                                                                                                                                                  LEGEND




                                      1/A                              2/A                    3/A                    4/A                     5/A                     2/E               1/D                       2/D                         5/A               1/E                         2/E                        3/E                                  4/E                    2/EX




                                                                                                           225Ø SEWER INVERT AT
                                                                                                           APPROX 104.04M AHD                       TELSTRA LINE AT
                                                                                                           MIN 380MM CLEARANCE.                     0.75M DEPTH
                                                                                                           PROVIDE CONCRETE                                                                                                                                                                                                       225Ø SEWER INVERT AT APPROX
                                                       1% AEP HGL                                                                                   340MM VERTICAL
                                                                                                           ENCASEMENT AS NECESSARY                                                                                                                                                                                                104.32 AHD. 500MM VERTICAL
                                                                                                                                                    CLEARANCE TO SW
                                                                                                                                                                                                                                                                                                                                  CLEARANCE. CONTRACTOR TO
                                                                                                                                                                                                                                                                                                                                  CONFIRM DEPTH ON SITE.




                                                                                                            300Ø WATER MAIN. DEPTH
                                                                                                            UNKNOWN, CONTRACTOR TO
                                                                                                            LOCATE AND SITE AND ENSURE
                                                                                                            MINIMUM CLEARANCE OF
                                                                                                            300MM                                                                                                                                                                                                                   300Ø WATER MAIN. DEPTH
                                                                                                                                                                                                                                                                                                                                    UNKNOWN, CONTRACTOR TO
                                                                                                                                                                                                                                                                                                                                    LOCATE ON SITE AND ENSURE
                                                                                                                                                                                                                                                                                                                                    MINIMUM CLEARANCE OF 300MM




                                                                                                                                                                                                                                                                                                                                                                                                 03/11/21   ISSUE FOR OP WORKS             -    MVP
                                                                                                                                                                                                                                                                                                                                                                                                  DATE               REVISION             MARK CHK
                                                                                                                                                                                                                                                                                                                                                                                                 PROJECT ENGINEER




DATUM RL                                   98.00                                                                                                                                            98.00                                                                   98.00
COVER (& NATURAL SURFACE) LEVEL   105.70 (107.15)               105.95 (105.99)          105.84 (105.73)         105.60 (105.43)         106.07 (105.97)         104.27 (106.52)   105.97 (106.32)           105.97 (106.64)             105.97 (105.97)   106.93 (106.94)             104.27 (106.52)            106.60                               105.91                  105.75 (105.76)

DEPTH TO INVERT                            0.60                      1.03 1.05              1.00 1.02              0.86 0.88               1.55 1.57              -0.03 0.03                0.77               0.93 0.95                   1.39 1.47                0.77                -0.02 0.03                  2.38 2.94                            2.59 2.61               2.54 2.58

HYDRAULIC GRADE LINE              105.70 105.69                 105.54 105.51            105.42 105.41           105.38 105.33           105.28 105.25                    105.04   105.74 105.73             105.60 105.54               105.28 105.25              106.25                      105.04            105.02 104.89                        104.37 104.28           104.11 103.97      E [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                  A 37 MARY ST NOOSAVILLE, QLD
INVERT LEVEL                               105.10               104.92 104.90            104.84 104.82           104.74 104.72           104.52 104.50           104.30 104.24              105.20           105.04 105.02               104.58 104.50              106.16             104.29 104.24              104.22 103.66                        103.32 103.30           103.21 103.17
                                                                                                                                                                                                                                                                                                                                                                                                  P +61 7 5211 1003
PIPE CHAINAGE                       0.00                            31.71                  42.38                  57.01                   84.76                  100.39              0.00                     11.06                       38.69              0.00                       29.68                      32.48                                82.31                   99.08
                                                                                                                                                                                                                                                                                                                                                                                                 CLIENT
PIPE LENGTH                                         L=31.71                      L=10.67                L=14.63                L=27.75                 L=15.62                                      L=11.06                    L=27.63                                       L=29.59                     L=2.81                          L=49.83                     L=16.77

PIPE SIZE (mm)                                       225                          300                      375                     450                     450                                        225                       300                                           375                         450                              450                          450                        4CD DEVELOPMENTS
PIPE GRADE (%)                                      0.57%                        0.56%                   0.55%                   0.72%                   1.28%                                       1.45%                     1.59%                                         6.33%                       0.71%                            0.68%                        0.54%
                                                                                                                                                                                                                                                                                                                                                                                                 PROJECT
Q - PIPE FLOW (L/s)                                  Q=30                         Q=83                   Q=95                    Q=133                   Q=216                                       Q=31                       Q=84                                          Q=69                       Q=293                            Q=293                        Q=293
                                                                                                                                                                                                                                                                                                                                                                                                    THE BELVEDERE ON PEARL
                                                                                                                                                                                                                                                                                                                                                                                                    5 PEARL STREET, COOROY
                                                                                                                                                                                                                                                                                                                                                                                                 TITLE


                          -                                                                                                                                                                                                                                                                                                                                                                        STORMWATER DRAINAGE
                APPROVED PLAN                                                                                                                                                                                                                                                                                                                                                                      LONGSECTIONS
            MCU21/0117 & OPW21/0199                                                                                                                                                                                                                                                                                                                                                                1 OF 2
                NOOSA COUNCIL                                                                                                                                                                                                                                                                                                                                                                    PROJECT NO.       DRAWING NO.   STATUS

               8 NOVEMBER 2021                                                                                                                                                                                                                                                                                                                                                                      21011          C35           OPW
                          -
                                                                                                                                                                                                                                                                                                                                                                                                 DRAWN             DESIGNED      SCALE         ISSUE

                                                                                                                                                                                                                                                                                                                                                                                                     BRP             BRP            NTS         A