Approved Plans - MCU21-0133 & OPW21-0220

                                                                                                                                                                                                                                                                                                                                                                              -
                                                                                                                                                                                                                                                                                                                                                              APPROVED PLANS
                                                                                                                                                                                                                                                                                                                                                           MCU21/0133 & OPW21/0220                 OP WORKS
                                                                                                                                                                                                                                                                                                                                                               NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                            ISSUE




                                             0.25D - JOINT DEPTH
                                                                                                                                                                                                                                                                                                                                                              5 NOVEMBER 2021




                                                                                                                                                                                                                                                                 25mm SEALANT
                                                                                                                                                                                                                                                                                          REINFORCING FABRIC
                                                                                                                                                                                                                                                                                          MESH.                                                                               -
                                                                                            SAW CUT, INSERT OR TOOLED JOINT. NO                                                                                                                                                                      ABUTTING STRUCTURE OR OTHER
                                                                                            SEALANT REQUIRED AT TOP OF JOINT                                                                                                                                                                         PAVEMENT.




                                                                                                                                                                                                                                                                                 30
                                                                                  50




                                                                            30
                                                                                                   50
                                                                                                               REINFORCING                                                                                                                                                                      40
                                                                                                               FABRIC MESH.




                                                                                                                                                                                                                                                      VARIES
                                                                                                                                                                                                                                                                                                                 SEALANT TO PREVENT INGRESS




                                                                   VARIES
                                                                                                                                                                                                                                                                                                                 OF DETRITUS.


                                                                                                                              OPTIONAL DOWEL FOR LOAD TRANSFER MAY BE                                                                                                                                       10MM THICK
                                                                                                                              ADDED ACROSS THE JOINT. REFER DOWEL BAR                                                                                                                                       COMPRESSIBLE
                                                                                                                              SCHEDULE FOR DETAILS.                                                                                                                                                         FILLER MATERIAL
                                                                                              INDUCED                                                                                                                                                                                                       FULL DEPTH OF
                                                                                              CRACK.                                                                                                                                    200μm MOISTURE
                                                                                                                                                                                                                                                                                                            PAVEMENT.
                                                                                                                                                                                                                                        BARRIER IF
                                                                                                                                                                                                                                        ORDERED BY
                                                                                                                                                                                                                                        SUPERINTENDENT.
                                                                                       200μm MOISTURE BARRIER IF ORDERED
                                                                                       BY SUPERINTENDENT



                                                                      DETAIL A - CONTROL JOINT (CJ)                                                                                                                                                                             DETAIL B- ISOLATION JOINT (IJ)
                                                                                          SCALE: 1:16                                                                                                                                                                                       SCALE: 1:16




                                                                                                              PLAIN DOWEL BARS, SAWCUT, FREE
                                                                                                              FROM BURR.

                                                                                                                                                                                                                                                                                JOINTING NOTES
                                                                                                                                 SEALANT AND FILER TYPES TO BE                                                                                                                  1.   ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF
                                                                                                                                 APPROVED BY SUPERINTENDENT.                                                                                                                         AS3727.1:2016.
                              REINFORCING FABRIC MESH.                                                                                                                                                                                                                          2. SAW CUT JOINTS MUST BE:
                                                                                                                                                                                                                                                                                  2.1.    BETWEEN 41 AND 31 OF CONCRETE PAVEMENT DEPTHS.
                                                                                                                                                                                                                                                                                  2.2.   CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
                                                                                                                   10
                                                                                                                                                                                                                                                                                  2.3.   PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS.
                                                                                                        40                     40
                                                                                                                                           25

                                                                                                                                                 30
                                                                                                                                                                                                                                                                                3.   DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO ALLOW
                                                                                                                                                      D                                           PVC TUBE (TIGHT FIT TO
              200μm MOISTURE BARRIER IF                                                                                                                                                                                                                                              EXPANSION AND CONTRACTION MOVEMENTS.
              ORDERED BY SUPERINTENDENT.                                                                                                                                                          DOWEL) WITH WATERTIGHT                                                        4.   JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO CONSTRUCTION
                                                                                                                                                                                                  ENDCAP.                                                                            COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES IN THE CONCRETE SLAB AND AVOID
                                                                                                                                                                                                                                                                                     MISMATCHED JOINTS.
                                                                                                                                                                                                                                                                                5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES ONLY AND SHALL NOT
                                                                                                                                                                                25
                                                                                                                                                                                                                                                                                     EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB SURFACE.
                                            L/2 + 30mm                                                                                                                    50
                                                                                                                                                                                                                                                                                6. DOWEL BARS ARE TO BE
                                     BOND BREAKING COMPOUND                                                                                 1                                                                                                                                     6.1.   FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT 400MM CENTRES
                                                                                                                                                                                                                                                                                  6.2.   FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT 300MM CENTRES
                                                                                                             L/2        L/2              C20.1                                                                                                                                    6.3.   FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT 300MM CENTRES
                                                                                                                                                                  SECTION             1                                                                                           6.4.   FOR 200MM THICK SLAB, 24MM Ø OF LENGTH 40MM AND SPACED AT 300MM CENTRES
                                                                                                                                                                  SCALE: 1.10        C20.1

                                                                                                                        BOND BREAKING
                                                                                                                        COMPOUND MAY BE
                                                                                                                        REPLACED WITH A
                                                                                                                        PURPOSE MADE DOWEL
                                                                                                                        SLEEVE.




                                                                                 DETAIL C - EXPANSION JOINT (EJ)
                                                                                               SCALE: 1:16




                                                                                                                                                                                                                                                                                CHANNEL 600MM

                                                                                                                                                                                                                                                                                                                              3500MM TRAFFIC LANE (NOM)                              07/09/21   UPDATED FOR RFI               -    BRP
                                                                                                                                                                                                                                                                                                                                                                                     08/07/21   ISSUED FOR OPW                -    BRP
                                                                                                                                                                                                                                    PARKING BAY 2100MM
                                                                                                                                                                                                                                                                                                                                                                                      DATE              REVISION             MARK CHK
                                                                                                                                                                                                                                                                                                                                                                                     PROJECT ENGINEER




                                                                                                                                                                                                                                                                                                          PROVIDE 30MM AC10 SURFACE AND MAKE SMOOTH
                                                                                                                                                                                             SEMI-MOUNTABLE                                                                                               JOIN TO EXISTING
                                                                                                         Upstream Catchment                                                                  KERB TYPE 3
                                                                                                         Area = 750m²                                                                                                                                                                                                                                     EXISTING ROAD
                                                                                                         tc = 5 mins                                                                                                              150MM N32 CONCRETE WITH                                                            300mm WIDE STRESS ABSORBING          PAVEMENT AND SEAL
                                                                                                         fi = 0.75 (Conservatively Assumed)                                                                                       SL92 REINFORCEMENT                                                                 STRIP LOCATED OVER JOINT.
                                                                                                                                                                        MAKE SMOOTH
                                                                                                                                                                                     TRANSITION TO
                                                                                                                                                                                                                                                                                                                                                          TO REMAIN.                  E [email protected]
                                                                                                         Qmax (1% AEP) = 0.07m³/s                                       EXISTING SURFA
                                                                                                                                                                                      CE                                                                                                                                                                                              A 37 MARY ST NOOSAVILLE, QLD
                                     200mm                                                                                                                                                                                                                                                      300MM
                                             1V:2H                                         1V:2H         Sf = 3%                                                                                                               NOMINAL 3% CROSSF
                                                                                                                                                                                                                                                ALL
                                                                                                                                                                                                                                                                                                                                                                                      P +61 7 5211 1003
                                                                                                         Hydraulic Radius = 0.15m
                                                                                                                                                                                                                                                                                                                                                                                     CLIENT
                                             300mm                                                       Mannings n (QUDM - grass channel) = 0.035
                                                                                                         V = 1.42m/s                                                                                                                                                                                                                                                                   NOVATO GROUP
                                                                                                                                                                                                              NOM 50MM SAND                                                                                                                                                          PROJECT
                                                                                                         Area Catch Drain = 0.1m²
                                                                                                                                                                                                              BLINDING LAYER
                                                                                                         Area required (Qmax/V) = 0.05m²                                                                                                                                                                      SAWCUT EXISTING PAVEMENT 300mm INSIDE
                                                                                                                                                                                                                                                                                                              EXISTING EDGE.
                                                                                                                                                                                                                                                                                                                                                                                       UNIT DEVELOPMENT
                                                                                                                                                                                                                                       CHANNEL REFER TO RS-080.                                                                                                                        9 BOTTLEBRUSH AVENUE
                                                                                 DETAIL D - TURFED CATCH DRAIN
                                                                                               SCALE: NTS
                                                                                                                                                                                                                                                                                                      PROVIDE PAVEMENT BASE TO
                                                                                                                                                                                                                                                                                                      MATCH TO EXISTING
                                                                                                                                                                                                                                                                                                                                                                                       NOOSA HEADS
                                                                                                                                                                                                                                                   PROVIDE 150MM THICK
                                                                                                                                                                                                                                                                                                      THICKNESS.                                                                     TITLE
                                                                                                                                                                                                                                                   SUBGRADE LAYER OF MIN 15
                                                                                                                                                                                                                                                   CBR.
                                                                                                                                                                                                                                                                                                                                                                                       ROADS AND DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                       DETAILS
                                                                                                                                                                                                                                                               DETAIL E - ON STREET PARKING SECTION
                                                                                                                                                                                                                                                                                            SCALE: NTS
                                                                                                                                                                                                                                                                                                                                                                                     PROJECT NO.      DRAWING NO.   STATUS

                                                                                                                                                                                                                                                                                                                                                                                      20210008        C21           OPW
                                                                                                                                                                                                                                                                                                                                                                                     DRAWN            DESIGNED      SCALE         ISSUE

                                                                                                                                                                                                                                                                                                                                                                                     BRP              BRP           NTS            A
Document Set ID: 21694501
                  21635898
Version: 1, Version Date: 09/11/2021
                          01/10/2021