20210041 27 Bottlebrush Ave Stormwater

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               OP WORKS



                    0.25D - JOINT DEPTH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ISSUE

                                                                             SAW CUT, INSERT OR TOOLED JOINT. NO
                                                                             SEALANT REQUIRED AT TOP OF JOINT
                                                                                                                                                                                                                                      4/A                              3/A                                                              2/A                                  1/A                       1/B                                                     2/A
                                                      50                             50




                                               30
                                                                                                 REINFORCING
                                                                                                 FABRIC MESH.




                                                                                                                                                                                                                                                                                       LINE 1/B ENTERS 150∅PVC IL 30.192
                                          VARIES

                                                                                                            OPTIONAL DOWEL FOR LOAD TRANSFER MAY BE                                                                   1% AEP HGL
                                                                                                            ADDED ACROSS THE JOINT. REFER DOWEL BAR




                                                                                                                                                                                                                                                                                                                                                                                                        LINE 3/A ENTERS 225∅CLASS 2 RRJ IL 30.218
                                                                                                            SCHEDULE FOR DETAILS.                                                                                                                                                                                                     INDICATIVE TELSTRA AND WATER SERVICES.
                                                                                  INDUCED
                                                                                  CRACK.                                                                                                                                                                                                                                              CONTRACTOR TO LOCATE AND CONFIRM
                                                                                                                                                                                                                                                                                                                                      DEPTH ON SITE, AND RELOCATE AS
                                                                                                                                                                                                                                                                                                                                      NECESSARY TO ENSURE MIN 600M COVER FOR
                                                             200μm MOISTURE BARRIER IF ORDERED                                                                                                                                                                                                                                        TELSTRA AND MIN 800MM COVER FOR WATER.
                                                             BY SUPERINTENDENT




                                                             DETAIL A - CONTROL JOINT (CJ)


                                                                                                                                                                                                                                                                                                                                                                             5,000L BELOW GROUND
                                                                                                                                                                                                                                                                                                                                                                             DETENTION TANK (ROCLA
                                                                                                                                                                                                                                                                                                                                                                             BOX OSD OR EQUIVALENT).
                                                              25mm SEALANT




                                                                                            REINFORCING FABRIC                                                                                                                                                                                                                                                               PROVDE Ø60mm LOW FLOW
                                                                                            MESH.                                                                                                                                                                                                                                                                            ORIFICE OUTLET AT BASE
                                                                                                                                                                                                                                                                                                                                                                             AND Ø150MM OVERFLOW.
                                                                                                     ABUTTING STRUCTURE OR OTHER
                                                                                                     PAVEMENT.
                                                                             30




                                                                                                                                                                                                                                                                                                                                                         SEWER MAIN
                                                                                                40                                                                                                                                                                                                                                                       APPROX I.L 28.77m

                                                                                                                         SEALANT TO PREVENT INGRESS
                                                    VARIES




                                                                                                                         OF DETRITUS.


                                                                                                              10MM THICK
                                                                                                              COMPRESSIBLE
                                                                                                              FILLER MATERIAL
                 200μm MOISTURE
                 BARRIER IF
                                                                                                              FULL DEPTH OF
                                                                                                              PAVEMENT.                                                                                             DATUM RL 27.42                                                                                                                                                                          RL 28.69
                 ORDERED BY
                 SUPERINTENDENT.
                                                                                                                                                                                                                    DIAMETER (mm)                      225∅ CLASS 2 RRJ                     225∅ CLASS 2 RRJ                                             225∅ CLASS 2 RRJ                                                                           150∅ PVC
                                                                                                                                                                                                                    CLASS
                                                                                                                                                                                                                                                            15.79%                                                          14.45%                             13.20%                                                                                 1.65%
                                                                                                                                                                                                                    SLOPE/GRADE                              1:6.33                                                          1:6.92                             1:7.57                                                                               1:60.65
                                                                DETAIL B- ISOLATION JOINT (IJ)




                                                                                                                                                                                                                                       2.063




                                                                                                                                                                                                                                                                          2.013
                                                                                                                                                                                                                                                                          2.108




                                                                                                                                                                                                                                                                                                                                         1.282
                                                                                                                                                                                                                                                                                                                                         1.320




                                                                                                                                                                                                                                                                                                                                                                             0.746




                                                                                                                                                                                                                                                                                                                                                                                                        1.265




                                                                                                                                                                                                                                                                                                                                                                                                                                                               1.308
                                                                                                                                                                                                                    DEPTH (m)




                                                                                                                                                                                                                                       36.763 34.700




                                                                                                                                                                                                                                                                          32.963 30.950
                                                                                                                                                                                                                                                                                 30.855




                                                                                                                                                                                                                                                                                                                                         31.500 30.218
                                                                                                                                                                                                                                                                                                                                                30.180




                                                                                                                                                                                                                                                                                                                                                                             29.666 28.920




                                                                                                                                                                                                                                                                                                                                                                                                        31.500 30.235




                                                                                                                                                                                                                                                                                                                                                                                                                                                               31.500 30.192
                                                                                                               PLAIN DOWEL BARS, SAWCUT, FREE
                                                                                                               FROM BURR.                                                                                           INVERT LEVEL (m)
                                                                                                                                                                                                                    FINAL
                                                                                                                                SEALANT AND FILER TYPES TO BE
                                                                                                                                APPROVED BY SUPERINTENDENT.
                                                                                                                                                                                                                    SURFACE LEVEL
                REINFORCING FABRIC MESH.

                                                                                                                    10
                                                                                                                                                                                                                    FLOW (LIT/SEC)                          34.000                                                          33.000                             51.000                                                                                18.000

                                                                                                       40                      40
                                                                                                                                          25

                                                                                                                                                30




                                                                                                                                                                                                                    VELOCITY (m/s)                          3.453                                                            3.319                              3.631                                                                                 1.696                                   DO NOT SCALE, IF IN DOUBT ASK!
                                                                                                                                                     D




200μm MOISTURE BARRIER IF
ORDERED BY SUPERINTENDENT.




                                                                                                                                                                                                                                       0.000




                                                                                                                                                                                                                                                                           31.016 23.748




                                                                                                                                                                                                                                                                                                                                         30.370 28.156




                                                                                                                                                                                                                                                                                                                                                                             29.008 37.700




                                                                                                                                                                                                                                                                                                                                                                                                        0.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.608
                                                                                                                                                                                           PVC TUBE (TIGHT FIT TO
                                                                                                                                                                                                                    LENGTH                                  23.748                                                          4.408                              9.544                                                                                 2.608
                                                                                                                                                                                           DOWEL) WITH WATERTIGHT




                                                                                                                                                                                                                                       34.915




                                                                                                                                                                                                                                                                          30.997




                                                                                                                                                                                                                                                                                                                                         30.367




                                                                                                                                                                                                                                                                                                                                                                                                        31.129




                                                                                                                                                                                                                                                                                                                                                                                                                                                               30.370
                                                                                                                                                                                           ENDCAP.
                                                  L/2 + 30mm
                                           BOND BREAKING COMPOUND                                                                          1
                                                                                                                                                                                                                    HGL LEVEL (m)
                                                                                                                                                                              25
                                                                                                              L/2        L/2            C20.1                           50
                                                                                                                                                                                                                                                                                                                                        STORMWATER DRAINAGE LONGSECTIONS
                                                                                                                                                                                                                                                                                                                                                           SCALES: HORIZONTAL 1:500 VERTICAL 1:50                                                                               A       01/12/21 ISSUED FOR OPW                       BRP MVP
                                                                                                                         BOND BREAKING                          SECTION             1                                                                                                                                                                                                                                                                                          Rev Date Description                                   By Chk
                                                                                                                         COMPOUND MAY BE                        SCALE: 1.10        C20.1
                                                                                                                         REPLACED WITH A
                                                                                                                         PURPOSE MADE DOWEL
                                                                                                                         SLEEVE.


                                                                                                                                                                                                                                                                                                                                           Upstream Catchment
                                                                                                                                                                                                                                                                                                                                           Area = 630m²
                                                             DETAIL C - EXPANSION JOINT (EJ)                                                                                                                                                                                                                                                                                                                                                                                     [email protected]
                                                                                                                                                                                                                                                                                                                                           tc = 5 mins
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 37 MARY ST NOOSAVILLE, QLD
                                                                                                                                                                                                                                                                                                                                           fi = 0.75 (Conservatively Assumed)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 07 5211 1003
                                                                                                                                                                                                                                                                                                                                           Qmax (1% AEP) Rational Method = 0.059m³/s                                                                                           Client

                                                                                                                                                                                                                                   150mm                                                                                                                                                                                                                                       NOVATO GROUP
                                                                                                                                                                                                                                                       1V:2H                                                               1V:2H           Sf = 2.5%                                                                                                                           Project Name

                                                                                                                                                                                                                                                                                                                                           Hydraulic Radius = 0.14m                                                                                                            27 BOTTLEBRUSH AVE
                                                                                                                                                                                                                                           150mm                                                                                           Mannings n (QUDM - grass channel) = 0.035                                                                                           NOOSA HEADS
                                                                                                                                                                                                                                                                                                                                           V = 1.32m/s
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Title

                                                                                                                                                                                                                                                                                                                                            Area Catch Drain = 0.068m²                                                                                                         ROADS & DRAINAGE DETAILS
                                                                                                                                                                                                                                                                                                                                            Area required (Qmax/V) = 0.045m²


                                                                                                                                                                                                                                                                      DETAIL D - UPSTREAM CATCH DRAIN                                                                                                                                                                          Project No.            Discipline           Status
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        20210041                   CIVIL            OPW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Designed By            Drawn By             Scale
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  (at
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          BRP                      BRP              NTS          A1)

                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Drawing No.                                            Revision

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        C31                                               A