Original source · versioned page text

Attachment 4 - Engineering Plans

Plans and drawings

This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).

  DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ENGINEERS DESIGN AND DETAILS




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                                                                                                                                                                                                                                                                                                                                                                                                                  Topography Schedule
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  PROPOSED - SITE PLAN                                                       ea
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                                                                                                                                                                                                                                               Approx IL 32.42
                                                                                                                                                                                                                                                                                cl 33.81
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                                                                                             EA                                                                                                                                 kl 33.90
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  0                  5m                     10 m                                                 LLA                                                                                        kl 34.41              kl 34.11
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                                                                                                             ES
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                                                                                                                CEN
                                                                                                                   T

AAA Design & Development Pty Ltd                                                                              No.                                Cr
                                                                                                                                                    esc
                                                                                                                                                         en
                                                                                                                                                                      Description
                                                                                                                                                                         cl 34.53                                               Date                      Mat Deighton                                                                                          APPROVED                         Proposed - Site Plan

34/13 Norval Court, MAROOCHYDORE, QLD 4558                                                                                                                    t                                                                          cl 33.98         14 Orealla St,                                                                                                                         Project number       D139-01                          Revision
Tel/Fax:       (07) 5479 6747                                                                                                                                                                                                                             SUNRISE BEACH, QLD 4567                                                                                                                Date              24/08/2022       3951- 11
Mob:           0422 039 247
                                                                       design                                                                                                                                                                                                                                                                                                                   Drawn by                 R.S.
                                                                                                                                                                                                                        .00




email:         [email protected]                                                                                                                                                                                                                  PROPOSED DWELLING                                                                                 For & on behalf of AAA
                                                                                                                                                                                                                        34




                                                                               Development Pty Ltd
                                                                                                                                                                                                                  MH                                                                                                                                     Design & Development Consulting         Checked by             D.L.T. Scale @A3           As indicated
                                                                                                                                                                                                                                           cl 33.82

Attachment 4 - Engineering Plans.pdf · 642 KB (small file)

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Full text of the other 3 pages

Page 2

                                                             General 4000 Verge
                                                                                                                                                                                                                                                                                    NOTES:
                                                                                                                                                                                                                                                                                    1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL.
                                                                                                                                                                                                                                                                                    2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES.
                                                                               Dowelled Expansion Joint
                                                                                                                                                                                                                                                                                    3. CONCRETE DRIVEWAY TO BE 125mm THICK EXCLUDING ANY FINISH TREATMENTS
                                                                                           Single Garage Alignment                                                                                                    CONTROL JOINT
                                                                                                                                                                                                          300                                                                          EG. STAMPED CONCRETE FINISH
                                                                                                                   Property Boundary                                   KERB INVERT                                                                                                  4. CONCRETE SURFACE TOLERANCE TO BE ±5mm, OVER 3 METRE SECTIONS




                                                                                                                                                                                                                                                         125
                                                                                                                                                                                                          MIN
        Kerb And Channel                                                                                                                                                                                                                                                            5. CONCRETE N25 IN ACCORDANCE WITH AS 1379 AND AS 3600.




                                                                                                                    1000
                                                                                                                     MIN
                                                              Kerb
                                                                                                                                                                                                                                                                                    6. REINFORCEMENT FABRIC TO AS 1304, 50 TOP AND EDGE COVER, LAP FABRIC
                                                              Taper
                                                                                                                                                                                                                                                                                       250
                                                                                                                                                                                                                                                                                    7. APPROVED MATERIALS FOR CONSTRUCTION :- CONCRETE OR ASPHALT.
                         500




                                                                                                                                                                                                                                  REINFORCED SL72 FABRIC MIN
                                                                                                                                                                                                                                                                                    8. EXPANSION JOINTS TO BE 10mm WIDE, FULL DEPTH CLOSED CELL CROSS LINKED
                                                                                                                                                                                                                                  SAND BLINDING LAYER 50 MAX                           POLYETHYLENE FOAM (85 - 150 Kg/m 3 ) OR COMPRESSED GRANULATED




                                                                                               Property Boundary
                                                                                                                                                                                                                                                                                       CORKBOARD, INSTALLATION TO MANUFACTURES' INSTRUCTION.
                                             Kerb Invert




                                                                                                                                                                                                   GALVANISED / STAINLESS
                                                                                                                                                                                                                                                                                    9. ALL DIMENSIONS IN MILLIMETRES EXCEPT PROHIBITED LOCATIONS OF
                                                                                                                                                                                                   STEEL DOWELS 400 LONG
                                                            4000
                  5000




                                                                                                                    6000
                                                                                                                                                                                                   R16 @450 CRS                                                                        DRIVEWAYS PLAN.
        -     1                                                                                                                    -     1                                                                                                                                          10. ONE ACCESS POINT TO BE CONSTRUCTED TO EACH LOT AS PER STANDARD
       ---                                                                                                                      ---
                                                                                                                                                                                                                BREAKOUT TYPE                                                          DRAWING.
                         MAX 500 Vertical
                         Transition Length




                                                                                                                                                                                                                  SECTION A                                                         11. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF
                                                                                                                                                                                                                  REFER DRAWING                                                        CURVE.
                                                                                                                                                                                                                      RS-049




    Sawcut to Allow Clean
      Removal Of Back Of
        Kerb And Channel
                                                           1500
                                                           SETOUT REQUIREMENTS

                                                                                                                       VEHICLE CROSSING                                                                                DRIVEWAY




                                                                                                                                                                             Property Boundary
                                                                                                                                                     250**



               HEIGHT ABOVE INVERT OF
                                                                                                                                             225
                                                                                                188
                                                                  0.0




                    CHANNEL (mm)
              DISTANCE FROM INVERT OF
                                                                                                                                                                                                 1500                                                             1500
                                                                  0.0




                                                                                                                                             3.0

                                                                                                                                                     3.5
                                                                                                1.5




                    CHANNEL (mm)                                                                                                                                                                                                                                           GARAGE /
                                                                                                                                                                                                                                                               ROLL OVER   CARPORT SLAB


                                                                                1500                                        1500               500           SLOPE MAY VARY                                                           1 in 4
                                                             KERB INVERT




                                                                             TRANSITION
        ROAD SURFACE                                                                                                                                                                             1 in 6
                                                                                                                           1 in 40                       1 in 20
                                                                                1 in 8

        SAW CUT ALL KERBS TO ALLOW
                                                                                                                             CONTROL JOINT
        CLEAN REMOVAL OF BACK OF                                           CONTROL JOINT
                                                                                                                             (IF REQUIRED)
        KERB AND CHANNEL


                                                                                                                                       TYPICAL PROFILE VEHICLE CROSSING / DRIVEWAY ACCESS
                                                                                                                                                             SECTION 1
                                                                                                                                                                   REFER DRAWING
                                                                                                                                                                       RS-049




AAA Design & Development Pty Ltd                                                                                                        No.                        Description                                   Date             Mat Deighton                                                  APPROVED                    Driveway Details. Standard Drawings RS-050

34/13 Norval Court, MAROOCHYDORE, QLD 4558                                                                                                                                                                                        14 Orealla St,                                                                            Project number      D139-01                   Revision
Tel/Fax:       (07) 5479 6747                                                                                                                                                                                                     SUNRISE BEACH, QLD 4567                                                                   Date             24/08/2022    3951- 12
Mob:           0422 039 247
                                                                                         design                                                                                                                                                                                                                            Drawn by                R.S.
email:         [email protected]                                                           Development Pty Ltd                                                                                                            PROPOSED DWELLING                                          For & on behalf of AAA
                                                                                                                                                                                                                                                                                          Design & Development Consulting   Checked by            D.L.T. Scale @A3    As indicated

Page 3

AAA Design & Development Pty Ltd                                        No.   Description   Date   Mat Deighton                    APPROVED                    Sediment Control Devices. Sediment Fences.
                                                                                                                                                               Standard Drawings D-0040
34/13 Norval Court, MAROOCHYDORE, QLD 4558                                                         14 Orealla St,                                              Project number    D139-01               Revision
Tel/Fax:       (07) 5479 6747                                                                      SUNRISE BEACH, QLD 4567                                     Date             10/04/22    3951- 13
Mob:           0422 039 247
                                             design                                                                                                           Drawn by             R.S.
email:         [email protected]          Development Pty Ltd                              PROPOSED DWELLING            For & on behalf of AAA
                                                                                                                             Design & Development Consulting   Checked by          D.L.T. Scale @A3

Page 4

                                                            Peak Flow for Subject Lot
                                         Total Catchment Area = 388m² Time of Concentration 5 min

                                     Intensity                                            Runoff Coefficient
           ARI          AEP%                           fi        C10          FY                                    A (m²)   Q(peak flow) = CIA (L/s)
                                      (mm/hr)                                                   (Cy)

               Q1         63           125           0.00        0.53         0.8                  0.424             388               5.71

           Q2             39           161           0.00        0.53         0.85                 0.451             388               7.82

           Q5             20           193           0.00        0.53         0.95                 0.504             388               10.47

           Q10            10           227           0.00        0.53          1                   0.530             388               12.97

           Q20            5            259           0.00        0.53         1.05                 0.557             388               15.53

           Q50            2            301           0.00        0.53         1.15                 0.610             388               19.77

          Q100            1            333           0.00        0.53         1.2                  0.636             388               22.83


                                                 Peak Flow for Subject Lot Without Water Tank                                                                                                                                                                                             IO
                                                                                                                                                                                                                                                                                               DP
                                         Total Catchment Area = 388m² Time of Concentration 5 min

                                     Intensity                                                Runoff
           ARI          AEP%                           fi        C10          FY                                    A (m²)   Q(peak flow) = CIA (L/s)




                                                                                                                                                                                                                                                                  °5 6m
                                      (mm/hr)                                              Coefficient(Cy)                                                                                                                                                                                                                          12




                                                                                                                                                                                                                                                                       "
                                                                                                                                                                                                                                                              0Ø 0' 00
                                                                                                                                                                                                                                                                                                                                       9




                                                                                                                                                                                                                                                                43 5.9
                                                                                                                                                                                                                                                                                                                                  19 °00




                                                                                                                                                                                                                                                                    1
                                                                                                                                                                                                                                                                                                                                    .7
               Q1         63           125            0.6        0.82         0.8                  0.656             388               8.84                                                                                                                                                                                            67 '
                                                                                                                                                                                                                                                                                          Proposed
           Q2             39           161            0.6        0.82         0.85                 0.697             388               12.09




                                                                                                                                                                                                                                                                 10
                                                                                                                                                                                                                                                                                          Residence
           Q5             18           193            0.6        0.82         0.95                 0.779             388               16.20

           Q10            10           227            0.6        0.82          1                   0.82              388               20.06

           Q20            5            259            0.6        0.82         1.05                 0.861             388               24.03                                                                                                                                              SUBJECT                                                          35.0
                                                                                                                                                                                                                                                                                                                                                               0




                                                                                                                                                                                                                               43 120
                                                                                                                                                                                                                                    0'
                                                                                                                                                                                                                                   .
                                                                                                                                                                                                                                 °5
                                                                                                                                                                                                                                                   IO DP                                    LOT




                                                                                                                                                                                                                                34
           Q50            2            301            0.6        0.82         1.15                 0.943             388               30.59

          Q100            1            333            0.6        0.82         1.20                 0.984             388               35.32




                                                                                                                                                                                                                                                                                                                                                                            SW
                               Peak Flow for Subject Lot With 2000L Tank
                                                                                                                                                                                                                                                                        15                          Nominated Position
                    Total Catchment Area of Roof = 151m² Time of Concentration 5 min                                                                                                                                                                                       0Ø                       For Water Tank.




                                                                                                                                                                                                                                                                                                                                                            .00
                                 2000L Water 2000L Water         Tank Flow




                                                                                                                                                                                                                                                                                                                                                                       SW
                                                                                                                                                                                                                                                                                                                                                     34
                                                                                                                                                                                                                                                                                                                                                     m
                                                                                     Final Subject Lot




                                                                                                                                                                                                                                                                                                                                                   0"
                                                                                                                                                                                                                                                                                                                                                   4
           ARI          AEP%         Tank     Tank Outflow       Difference




                                                                                                                                                                                                                                                                                                                                                '0
                                                                                                                                                                                              m




                                                                                                                                                                                                                                                                                                                                                .5
                                                                                     Peak Flow (L/s)




                                                                                                                                                                                                      "




                                                                                                                                                                                                                                                                                                                                               15
                                                                                                                                                                                                                                                                                                                                                     00
                                                                                                                                                                                              8

                                                                                                                                                                                                    00
                                  Inflow(L/s)    (L/s)              (L/s)




                                                                                                                                                                                            .1
                                                                                                                                                                                          18


                                                                                                                                                                                                     '




                                                                                                                                                                                                                                                                                                                                                 8°
                                                                                                                                                                                                  50




                                                                                                                                                                                                                                                                                                                                                21
                                                                                                                                                                                                              0
                                                                                                                                                                                               °
           Q1            63          5.24            1.06           4.18                   4.66




                                                                                                                                                                                                            .0
                                                                                                                                                                                            43




                                                                                                                                                                                                                                                                                                                                                            SW
                                                                                                                                                                                                          36
           Q2            39          6.75            1.22           5.53                   6.56




                                                                                                                                                                                                                  36.00
                                                                                                                                                                                                                                                                                                             21
                                                                                                                                                                                                                                                                                                     30
                                                                                                                                                                                                                                                                                                         8°
                                                                                                                                                                                                                                                                                                                .3
                                                                                                                                                                                                                                                                                                                   9
                                                                                                                                                                                                                                                                                                                         15
           Q5            18          8.10            1.35           6.75                   9.45                                                                                                                                                          Existing                                           00       m      0Ø




                                                                                                                                                                                                                                                                                                                                                 SW
                                                                                                                                                                     MH                                                                                                                                        '0
                                                                                                                                                                                                                                                                                                                  0"
           Q10           10          9.52            1.47           8.05                   12.01
                                                                                                                                                                          SW                                                                             Residence
           Q20           5          10.86            1.58           9.28                   14.75




                                                                                                                                                                                                                                                                                                                                         SW
                                                                                                                                                                                                                                                                                                                                                          Outlet to
                                                                                                                                                                                                                                ing
                                                                                                                                                                                                                          Exist
           Q50           2          12.63            1.72          10.91                   19.68                                                                                    SW
                                                                                                                                                                                                                                                                                                                                                          Kerb.




                                                                                                                                                                                                                                                                              .00
                                                                                                                                                                            V                                                     rt
                                                                                                                                                                                                                           Carpo




                                                                                                                                                                                                                                                                            35
          Q100           1          13.97            1.81          12.16                   23.16




                                                                                                                                                                                                                                                                                                                                 SW
                                                                                                                                                                                              SW
                                                                                                                Nominated 2000L                                                                                                                                                                                                                                   MH

                                                                                                                Poly Tank                                                           ting




                                                                                                                                                                                                                                                                                                    21 74 m
                                                                                                                                                                                Exis ay                       SW




                                                                                                                                                                                                                                                                                                        .00
                                                                                                                                                                                                                                                                                                            '
                                                                                                                                                                                                                                                                                                         00




                                                                                                                                                                                                                                                                                                                          SW
                                                                                                                                                                                      ew




                                                                                                                                                                                                                                                                                                         .
                                                                                                                                                                                 Driv




                                                                                                                                                                                                                                                                                                      12
                                                                                                                                                                                                                                                                                                      8°
                                                                                                                'Water Tank Factory'




                                                                                                                                                                                                                                                                                                     34
                                                                                                                                                                                                         31 16
                                                                                                                                                                                                           1° .02
                                                                                                                                                                                                             31 1         SW
                                                                                                                                                                                                               '20
                                                                                                                                                                                                                   "




                                                                                                                                                                                                                                                                                                               SW




                                                                                                                                                                                                                                                                                                                                                             ET
                                                                                                                                                                                                                                                                                                                                                            RE
                                                                                                                                                                                                                                   SW




                                                                                                                                                                                                                                                                                                                                                          ST
                                                                                                                                                                                                                                                                                                    SW




                                                                                                                                                                                                                                                                                                                                                        A
                                                                                                                                                                                                                                                                                                                                                     UR
                                                                                                                                                                                                                                      1.                                        8
                                                                                                                                                                                                                                   30 213 SW                                 17   '




                                                                                                                                                                                                                                                                                                                                                 NT
                                                                                                                                                                                                                                     5°                                    3. °34
                                                                                                                                                                                                                                        21      3.17                           2




                                                                                                                                                                                                                                                                                                                                               VE
                                                                                                                                                                                                                                           '0
                                                                                                                                                                                                                                              290 8           3.178         23




                                                                                                                                                                                                                                                                                         SW
                                                                                                                                                                                                                                                 °48
                                                                                                             Nominated 20mmØ                                                                                                                         '   SW   261°41'
                                                                                                             Controlled Outlet
                                                                                                                                                                                                                                                                  SW




                                                                                                                                                                                                                                                                                SW
                                                                                                                                                                                              35.00
                                                                                                                                                                                                                                                                           MH
                                                                                                           Ground                                                              OR
                                                                                                                                                                                 EA
                                                                                                                                                                                    LLA
                                                            N.T.S                                                                                                                         CR
                                                                                                                                                                                            ES
                                                                                                                                                                                                   CEN
 Scale 1:250                                                                                                                                                                                          T
 5                  0                  5                    10                       15                      20                   25



                                                                                                                           No.                  Description   Date        Mat Deighton                                                                                              APPROVED
AAA Design & Development Pty Ltd                                                                                                                                                                                                                                                                                                         STORMWATER DESIGN
34/13 Norval Court, MAROOCHYDORE, QLD 4558                                                                                                                                14 Orealla St,
                                                                                                                                                                                                                                                                                                                          Project number D139-01
Tel/Fax: (07) 5479 6747                                                                                                                                                   SUNRISE BEACH, QLD 4567
Mob:     0422 039 247                                                                                                                                                                                                                                                                                                     Date                05/10/2022                    3951-14
email: [email protected]           design &                                                                                                                                                                                                                                   For & on behalf of AAA
                                                                                                                                                                                                                                                                                                                          Drawn by                    K.A.J
                                                                                              Development Pty Ltd
                                                                                                                                                                          PROPOSED DWELLING                                                                                      Design & Development Consulting           Checked by                 D.L.T        Scale @ A3         1:250

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