Approved Plans - OPW20 0196

                                                                                                                                                                            1500                          1500
                                                                                                                                                                     TO BE CONFIRMED ON-SITE
                                                                                                                                                                                                                                                                  LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                                                                                LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                                                                   LTD


                                                                                                                                                                                                                                                                                                                    RPEQ 4928
                                                                         Expansion joints:
                                                                                                                                                                                               SECTION B-B
                                                                                                                                                                                                                                                                OFF. 2C/82 PARKER STREET, MAROOCHYDORE            PH 54 792 118

                                                            Types 1 and 2 at 16.0m centres                                                                                                                                                                     THIS DRAWING REMAINS THE PROPERTY OF
                                                                                                                                                                                                                                                               LINDSAY CONSULTING PTY LTD AND IS FOR
                                                                  Types 3 at 6.0m centres                                                                                                                                                                        THE SOLE USE OF THE CLIENT. NO PART
                                      Type 1. 10 thick, full depth closed cell cross linked                                                                                                                                                                    MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                                                                                                                                                                                                  PRIOR EXPRESS WRITTEN CONSENT OF
                                                         polyethylene foam (85-150kg/m )                                                                                                                                                                             LINDSAY CONSULTING PTY LTD
                                      Type 2. 10 thick compressed granulated cork board                                                                                                                                                                       CLIENT AND PROJECT DESCRIPTION
                                    Type 3. Connolly Key Joint with 100mm thick concrete
                                              Installation to manufacturers' instructions                                  B                                                                                                                                    DALL DESGINER HOMES
                                                                                                                                                                                                                                                                DRIVEWAY & FRONTAGE WORKS
                                                                                                                                                                                                                                                                16 GRANT STREET,
                                                                                                                                                                                         SECTION C - C                                                          NOOSA
                                                                                                                                                                                               FOOTPATH NOTES
                                                                                                                                                                                               1. Concrete N25 in accordance with AS 1379 and AS 3600.
                                                                                                                                                                                               2. All concrete to be broom finished.
1500




                                                                                                                                                                                               3. Contraction/expansion joints, 2m MAX spacing.               DRAWING TITLE
       C                                                                                                                                                                    C               4. Finished surface tolerance to be maximum +6mm      relative      SITE PLAN
                                                                                                                                                                                                                                           -0mm
                                                                                                                                                                                              to kerb level and crossfall specified.
                                                                                                                                                                                            5. Thickness to be increased to 125mm at residential vehicular
                                                                                                                                                                                              crossings. Reinforce with F72 MIN fabric, 50mm top and edge
                                                                                                                                                                                              cover. Provide a contraction or expansion joint at both ends    SCALES

             Contraction joints at 2.0m centres:
                                                                                                                           B                                                                  of thickened section.
             25 deep x 6 wide recess, saw cut,                                        PLAN                                                                                                 6. Concrete footpaths, adjoining existing driveways are to be
                                                                                                                                                                                             transitioned over a minimum 5.0m length.                                                          N.T.S
                                                          100 or as specified




             or crack inducer 25 deep.
                                                                                                                                                                                           7. A street opening permit must be obtained from Council, seek
                                                          refer note 5




                                                                                                                                                                                             approval of location and levels prior to excavation.
                                                                                                              F72 Fabric (CENTRAL)                                                         8. All dimensions in millimetres.


                                                                                                                                                                                                                                                              SURVEY DATUM
           Contraction joint                                                          Compacted sub-grade                                                                                                                                                       .
                                                                                                                                                   Expansion Joint

                                                                 FOOTPATH DETAIL                                                                                                                                                                              ASSOCIATED CONSULTANTS




                                                                                DANLEY KEY JOINT WITH                      20 X 40 JOINT SEALANT
                                                                                R12 DOWELS AT 300CRS


                                                                                                   TYPICAL KEY JOINT                                                                                                                                                                                          -
                                                                                                        Not to scale                                                                                                                                                                           APPROVED PLAN
                                                                                      CUT EVERY SECOND WIRE DIRECTLY                                                                                                                                                                              OPW20/0196
                                                                                      UNDER JOINT AND DEPRESS FABRIC LOCALLY                                                                                                                                                                   NOOSA COUNCIL
                                                                                                                                                                                                                                                                                               19 OCTOBER 2021
                                                                                                                                                                                                                                                                                                              -
                                                                                                        SAW CUT - (SC)
                                                                                                            Not to Scale
                                                                                         SAW CUTS (USING A SOFT CUT SAW)
                                                                                         SHALL BE INSTALLED WITHING 8HRS                                                                                                                                      REVISION LIST
                                                                                         OF CONCRETE PLACEMENT. WHERE AMBIENT                                                                                                                                 A ORIGINAL ISSUE                                         18/10/21
                                                                                         TEMP IS GREATER THAN 32 DEGREES
                                                                                         THIS TIME SHALL BE REDUCED TO 4 HOURS
                                                                                                                           SL72 FABRIC (CENTRAL)




                                                                                                     PAVEMENT DESIGN
                                                                                                            Not to Scale
                                                                                                                                          125




                                                                                                                                                                                                                                                             Computer File
                                                                                                                                                                                                                                                                                               200869OW.DWG
                                                                                                                                                                                                                                                             DRAWING NUMBER                                         SHEET   REV.

                                                                                                                                                                                                                                                                                                20-0869-F3            3 A