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picture1_Construction Pdf 84144 | Re 01 Design Guidance For Concrete Private Driveways


 182x       Filetype PDF       File size 0.32 MB       Source: www.aucklandcouncil.govt.nz


File: Construction Pdf 84144 | Re 01 Design Guidance For Concrete Private Driveways
notes 1 legal and formed widths shall be in accordance with the unitary plan or approved consent refer tables e27 6 4 3 2 and e38 8 1 2 1 ...

icon picture PDF Filetype PDF | Posted on 13 Sep 2022 | 3 years ago
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                  NOTES: 
                   
                  1.  LEGAL AND FORMED WIDTHS SHALL BE IN ACCORDANCE WITH THE UNITARY PLAN OR APPROVED CONSENT.  
                  (REFER TABLES E27.6.4.3.2 AND E38.8.1.2.1) 
                   
                  2.  CONCRETE CONSTRUCTION IS TO BE IN ACCORDANCE WITH NZS 3109 AND NZS 3114. 
                         (NZS 3109 - Concrete construction)  
                         (NZS 3114 - Specification for concrete surface finishes) 
                   
                  3.  ALL DIMENSIONS ARE IN MILLIMETRES (UNLESS OTHERWISE SPECIFIED) 
                   
                  4.  BELOW THE 50mm AP20 
                         AP 40 OR GAP 65 SUB-BASE MAY BE REQUIRED 
                            MINIMUM 150MM THICK IF SUBGRADE CBR < 3 
                            MINIMUM 100MM THIS IF SUBGRADE CBR > 3 TO < 7 
                            NOT REQUIRED IF SUBGRADE CBR ≥ 7 
                             
                  5.  MAXIMUM GRADE 1 in 5. WHERE THE UNITARY PLAN MAY ALLOW A STEEPER GRADE SPECIFIC DESIGN IS REQUIRED. 
                   
                  6.  AN APPROPRIATE SIZED CESSPIT OR OTHER COLLECTION DEVICE IS REQUIRED FOR SURFACE WATER RUNOFF. THE 
                  SIZE AND DESIGN IS TO BE BASED ON THE CATCHMENT AREA AND SLOPE. 
                   
                  7.  THE USE OF REINFORCING OR OTHER DESIGN ALTERNATIVES WILL BE CONSIDERED. 
                   
                  8.  THE USE OF REINFORCING FIBRE OR MESH IN THE UPPER LAYER (FIXED WITH 30MM COVER) IS RECOMMENDED TO 
                  REDUCE SHRINKAGE CRACKING. 
                   
                  9.  THIS DETAIL IS ACCEPTABLE SOLUTION ONLY. AT TIMES SPECIFIC DESIGN MAY BE REQUIRED. 
          REGULATORY ENGINEERING                                    DRIVEWAYS 
                                 DWG : RE 01          FOR RESIDENTIAL DEVELOPMENTS SERVICING 
                                                      NINE OR LESS PARKING SPACES 
                               ISSUED : MARCH 2019    OR FIVE AND LESS REAR SITES 
                             
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...Notes legal and formed widths shall be in accordance with the unitary plan or approved consent refer tables e concrete construction is to nzs specification for surface finishes all dimensions are millimetres unless otherwise specified below mm ap gap sub base may required minimum thick if subgrade cbr this not maximum grade where allow a steeper specific design an appropriate sized cesspit other collection device water runoff size based on catchment area slope use of reinforcing alternatives will considered fibre mesh upper layer fixed cover recommended reduce shrinkage cracking detail acceptable solution only at times regulatory engineering driveways dwg re residential developments servicing nine less parking spaces issued march five rear sites...

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