ES_173527_BR_1059006_Conv_Lot 497 10 HILL STREET SUNSHINE BEACH QLD(C) · MCU18/0006.02

                                                                                                                                                                                                                                                                                                                                                                           Project Job No. 173527
                                                                                                                                                                           (Not to Scale)                                                                                           Proposed Pool Piering Detail                                                              Legend :- S8
   Issue                 Issue Description                        Date
                                                                                                                                                                                         Starter                                                                                                                                                                Symbols         Descriptions
     A           Original Soil Test & Foundation Design         02/11/2018                                                                                                               Bars

                                                                                                                                                                                                                                                                                                                                                          'h'                 - Edge Beam Footing
                 Added Blocked Up Footing                                                                                                                                                      2 Extra                                                                                                                                                                          'd' = 400 mm
                                                                                                                                                          Slab
     B           Added Freestanding Block Wall                  10/07/2019                                                                                                                     N12 Bars                                                                                                                                                   'd'
                                                                                                                                                          Thickening                                                                                                                                                                                                            'w' = 300 mm
                 Amended Pool Layout                                                                                                                                                                                                                                                                                                                                            'h' = 300 mm
                                                                                                                                                                                                                                                                                                                                                                   'w'
     C                                                          11/09/2019                                                                                         Thickening
                Amended Pool Layout and Retaining Walls                                                                                                                                            Edge Beam
                                                                                                                                                                   Reinforcement
                                                                                                                                                                                                   Footing                                                                                                                                                                    - Edge Beam Reinforcement
                                                                                                                                                                         Edge Beam                                                                   Piers to be 300mm                                                                                                          3L12 TM
EARTHWORK DESIGN PARAMETERS                                                                                                                                                                                                                                                                                               Proposed
                                                                Note: It is the builders responsibility to                                                               Reinforcement                                                               Below the Invert
                                                                                                                                                                                                                                                     of the Pool                                                            Pool
 Nominated Site Works :               Cut / Fill                ensure the proposed retaining wall is not
                                                                undermined or disturbed during construction.                                                         2 extra N12 Starter Bars                                                                                                                                                                                 - Slab Thickening Beam
                                                                                                                                                                                                                                                                                                                                                          'd'                   'd' = 300 mm
 Platform Height :-               40.500 m AHD                                                                                                                     at Thickening - Edge Beam
                                                                                                                                                                                                                                     Freestanding Block Wall                                                                                                         'w'        'w' = 300 mm
                                                                                                                                                                         Intersections
 Additional Site CUT :-               0.500 m                                                                                                                                                               Boundary Line            Refer Details on Page 5                                                                                                                  - Slab Thickening Beam
                                                                   1.0 m                                        Existing Retaining Wall
                                                                                                                                                                                                                                                                                                                                                                                Reinforcement 3L12TM
 Additional Site FILL :-              1.000 m
                                                                                                                                                Cut Fill
                                                                                                                                                                                                                                                                                        300
Note : Final platform heights must be in accordance                                                                                                                                                                                                                                     Min                                                                                   - Slab Thickening
with the approved architectural drawings. Where heights/                                                                                                                                                                                                                                                                                                                        Location
levels nominated above differ to the approved architectural
                                                                                                                                                                                                                                2.5 m




                                                                                                                                                                                                                                             0.5 m
                                                                                                                                                                                                                                                                                                                                                                              - Slab Thickening required
drawings, STA Consulting must be notified for review prior to                                                                                                                                                                                                                                                      m
                                                                                                                                                                                                                                                                                                               0                                                                under Load Bearing Wall
any works.                                                                                           Patio                                                                                                                                                                                                . 00




                                                                                                                                                                                                                                                     3.344 m
                                                                                                                                                                                                                                                                                                      1
DESIGN PARAMETERS                                                                                                                                                                                                                                                                                                                                                             - 350 Dia. Edge Beam
                                                                                                     Slab
                                                                                                                                                                                                                                                                                                                                                                                Footing Piers




                                                                                                                                                                                                                                                                                                                                          Boundary Line
 Design Slab Length :-               19.540 m
                                                                                                                                                                                                                                                                                                      Piers to be founded 300mm
Note : It is the builders responsibility to                                                                                                                                                                                                                                                           below the invert level of                                               - 350 Dia. Slab Piers
accurately locate and mark the position                                                                                                                                                                                                                                                               the existing service lines




                                                                                                                                                                                                                                                               (As per Structural Design)
of the existing service lines prior to any
excavation.




                                                                                                                                                                                                                                                                    Swimming Pool
                                                                                                                                                                                                                                                                                                                                                                              - SL 82 Slab Mesh
Where conditions on site differ from                                                                                                                                                                                        Patio
those indicated in this report, STA                                                                                                                                                                                         Slab
Consulting Engineers is to be notified                                                                                                                                                                         Step                                                                                                                                                           - Re-Entry Steel
                                                                                                                                                                                                                                                                                                                                                                                3L12TM, 2.0m long
prior to construction.
The foundations have been designed                                                                                                                                                                                                                                                                                                                                            - Re-Entry Steel
                                                                                                                                                                                                                                                                                                                                                                                SL82 Mesh
to place no additional surcharge on
                                                                                                                                                                                                                                                                                                                                                                                6 Wires, 2.0 m long
the existing service lines.
                                                                                                                                                                                                                                                                                                              Proposed 300 series Blockwall
STA Consulting Engineers takes no                                                                                                                                                                                                                                                                                                                                             - Column Locations
                                                                                                                                                                                                                                                                                                                 (Refer Structural Design)
responsibility for the accuracy of the




                                                                                                                                                                                                                                                               (As per Structural Design)
supplied as-constructed information.
                                                                                                                                                                                                                                                                                                                                                                              - 450 x 450 Pad Footings




                                                                                                                                                                                                                                                                                                                             Sewer Line
                                                                                                                                                                                                                                                                    Swimming Pool
 10m
                                                                                                                                                                                                                                                                                                                                                                              - 450 Diameter Isolated
                                                                                                                                                                                                               Step                                                                                                                                                             Pad Footings
                                                                                                                                                                                                                             Patio
                                                                                                                                                                                                                             Slab
                                                                                                                                                                                                                                                                                                                        Articulation recommended here
                                                                                                                                                                                                                                                                                                                        to create separation between
                                                                                                                                                                                                                                                                                                                        pool shell and block wall
                                           Footings As Per
                                             Edge Beam
                                                                                                     Patio
                                                                                                                                                                                                                                                                                                              7.664 m
                                                                                                     Slab

                                                                                                                Existing Dwelling to be Removed

                                                                                                                                                              Cut Fill
                                                                                                                                                                                                          Edge Beam
                                                                                                                                                                                                                                2.5 m
                                                                                                                                                                                 Footings




                                                                                                                                                                                                                                                                                            3.344 m
   5m
                                                   1.0 m                                                                                               Estimated Cut / Fill Line
    4m                                                                                                                                                       Existing Retaining Wall                                                                                                                                                                      Retaining Wall Piering Detail
                                                                                                                                                                                                                                    Boundary Line

    3m                                     Piers to be founded 300mm                                                                                                                                                                       Piers to be founded 300mm
                                           below the zone of influence                                                                                                                                                                     below the invert level of
                                           of the existing retaining wall                                                                                                                                                                  the proposed pool.
    2m
                                                                                                                                                                                                                                                                                                                         Drilled Piers to extend                                               Retaining
                                                                                                                                                                                                                                                                                                                         300 mm below invert level
    1m                                                                                                                                                                                                                                                                                                                                                                                         Wall
                                                                                                                                                                                                                                                                                                                         of existing/ proposed Retaining
                                                                                                                                                                                                                                                                                                                         Walls.

                                                                                                                                                                                                                                                                                                                                                            300
                  1m       2m        3m       4m                                                                                                                                                                                                                                                                                                            Min
                                                       5m                                           10m


                                           STA CONSULTING ENGINEERS
                                        Brisbane North (Milton) (07) 3071 7444 Brisbane South (Rocklea) (07) 3071 7444 Gold Coast (07) 5522 1995 Mackay (07) 4960 4800
                                                                                                                                                                                               Client
                                                                                                                                                                                               DJK Electrical Services
                                                                                                                                                                                                                                                                                                               Site Address
                                                                                                                                                                                                                                                                                                               Lot 497 10 HILL STREET SUNSHINE BEACH
                                                                 Townsville (07) 4766 8741 Rockhampton (07) 4994 9810 Newcastle (02) 4032 6450                                                 TBA SUNSHINE BEACH 4567                                                                                         4567                                                                       Page 2 of 14
                                                                      email: [email protected] webpage: www.staconsulting.com.au