20210008 - 9 Bottlebrush Ave Civil Plans RevB

                                                                                                                                                                                                                                                                                                                                                                              OP WORKS
                                                                                                                                                                                                                                                                                                                                                                                       ISSUE




                               0.25D - JOINT DEPTH




                                                                                                                                                                                                                                                   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