3001-Set-ifa

                                                                                                                                                                                                                                                                                                                                                                                                        STRUCTURAL NOTES
                                                                                                                                                                                                                                                                                                                                                                                                        1.  CONCRETE GRADE Fc' = 32 mPa
                                                                                                                                                                                                                                                                                                                            ALL REINFORCEMENT N16-250 EF TYP. UNO                                       2.  REINFORCEMENT STEEL:
                                                                                                                                                                                                                                                                                                                                                                                                             RS1 ABBREVIATIONS FOR STEEL GRADE AND TYPE: - "N" -
                                                                                                                                                                                                                                                                                                                                                                                                             GRADE D500N DEFORMED BAR TO AS/NZS 4671.
                                                                                                                                                                                                                                                                                                                                                                                                             RS2 REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY AND
                                                                                                                                                                                                                                                                                                                                                                                                                   NOT NECESSARILY SHOWN IN TRUE PROJECTION.
                                                                                                                                                                                                                                                                                                                                                                                                             RS3 ENSURE THE CORRECT SPACING OF BARS IS MAINTAINED AND
                                                                                                                                                                                                                                                                                                                                                                                                                   ALL REINFORCEMENT IS SUPPORTED IN ITS CORRECT




                                                                                                     4/E 7.11
                                                                                                                                                                                                                                                                                                                                                                                                             POSITION BY APPROVED PLASTIC BAR CHAIRS, SPACERS OR




                                                                                                        IL2
                                                                                                         X1 5
                                                                                                                                                                                                                                                                                                                                                                                                        SUPPORT BARS AT 800 MAX CRS IN BOTH DIRECTIONS.




                                                                                                            18
                                                                                                              00
                                                                                                                                                                                                                                                                                                                                                                                                             RS4 TIE ALL INTERSECTIONS OF BARS WITH 1.25mm MIN DIA.




                                                                                                                (3)
                                                           1                                                                                                                                                                                                                                                                                                                                                       ANNEALED WIRE.
                                                           -                                                                                                                                                                                                                                                                                                                                                 RS5 DO NOT WELD REINFORCEMENT WITHOUT APPROVAL OF THE
                                                                                                                                                                                                                                                                                                                                                                                                                   ENGINEER.
                                                                                                                                                                                                                                                                                                                                                                                                        3. FORMWORK IN ACCORDANCE WITH AS 3610.
                                                      A                                                                                                                                                                                                                                                                                                                                                 4. DESIGNED FOR 25 kPa LIVE LOAD, W80 AXLE LOAD TO AS 5100.
                                                      -                                                                                                                                                                                                                                                                                                                                                 5. REINFORCEMENT COVER 45 MIN. UNLESS NOTED OTHERWISE.
                                                                                                                                                                                                                                                                                                                                                                                                        6. REFER SERVICE AUTHORITY FOR ACCESS HOLE ALTERNATIVE TO BE
                                                               1.100




                                                                                                                                                                                                                                                                                                                                                                                                            ADOPTED.
                                                                                                         N16-250 EW T&B                                                                   COG AT WALL TYP.



                                                                                                                                                                                                                                                                                                   TRAFFICABLE CLASS 'D' RISER AND MANHOLE COVER TO
                                                                                                                                                                                                                                                                                                   IPWEA STD DRGS DS-018 & DS-019.

                                                                                                                         3.000
                                                                                                                                                                                                                                                                                                                                                     FSL31.532

                                                                                                                 1200 (RCBC)
                                                                                                                 2/1 2100 x

                                                                                                                                IL27.135




                                                                                                                                                                                                                                                               0.350
                                                                                                                                                                                                                                                               0.250
                                                                                                                       PLAN
                                                                                                               SCALE 1:20 ON A1
                                                                                                                                                                                                                                                                                                                                1050mm DIA. MANHOLE




                                                                                                                                                                                                                                                              1.474 (PIT 2/1)
                                                                                                                                                                                                                                                              1.550 (PIT 3/1)
                                                                                                                                                                                                                                                                                                         COG AT WALL TYP.
                                                                                                                                                                                                                                                                                                                                                                          600 LAP
                                                                                                                                                                                                                                                                                                                            N16-250 EW T&B
                                                                                                                                                                                                                                                                                                                                                                           TYP.                      N16-250 U-BARS TYP.
                                                                       4/N16-75 ADDITIONAL TOP & BTM FOR




                                                                                                                                                                                                                                                               0.250
                                                                                                                                                                            COG AT WALL TYP.
                                                                       MAINTENANCE COVER OPENING
                                                                                                 0.800




                                                                                                                                                                                                                                                                                                                                                                                                  400 LAP
                                                                                                                                                                                                                                                                                                                                                                                                   TYP.
                                                                                                                                                                                                                                                               2.150
                                                                                                                                                                           0.600
                                                                                                                                                                           TYP.


                                                                                                                                                                                                                                                                                                                                                                                                    STARTER BARS TO MATCH




                                                                                                                                                                                                                                                                                 800 LAP




                                                                                                                                                                                                                                                                                                    800 LAP
                                                                                                                                                                                                                                                                                                                                                                                                    MAIN BARS TYP.




                                                                                                                                                                                                                                                                                  TYP.




                                                                                                                                                                                                                                                                                                     TYP.
                                                                                                                      0.775
                                                                                                                                                                                                                                                                                                                                                                                                      POUR BREAK TYP.
                                                                                                                                                                                                                                                                                                                            IL27.155
                                                                                                                                                                                                                                                                                                                                                     SFL27.058
                                                                                                                      DETAIL                        1
                                                                                                                                                                                                                                                               0.250

                                                                                                                      SCALE (A1): 1:20              -                                                                                                                                                                                                                                                        N16-250 U-BARS
                                                                                                                      SCALE (A3): 1:40                                                                                                                                                                                                                                                                       600 LAP TYP.

                                                                                                                                                                                                                                                                  0.200                    0.250                            3.000                                                     0.250           0.200
                                                                                                                                                                                                                                                                                                                            3.900
                                                                                                                                                                                                                                                                                                                                       PROVIDE 50mm BLINDING
                                                                                                                                                                                                                                                                                INTERNAL BENCHING TYP.                                 LAYER TYP. (F'c = 10MPa)


                                                                                                                                                                                                                                                                                                                    SECTION                 A
                                                                                                                                                                                                                                                                                                                    SCALE (A1): 1:20        -
                                                                                                                                                                                                                                                                                                                    SCALE (A3): 1:40




FILE: 3001-129.dwg DATE: 16-11-2018 USER: DANIEL CULLING
XREFS: X-18-001942-3001-TITLE
         DESIGN DRAWN     CHECK   APPROVED     DATE                                                                    STATUS                                                         SCALE                                                          CLIENT                                                                                                                          PROJECT                                               DRAWING TITLE
FIRST                                                                        AMENDMENT DETAILS                                                                                                                                                                                                                                         Calibre Professional Services (QLD) Pty Ltd
ISSUE      CB      CB      SD        SP      16.04.19
                                                                                                                                            FOR APPROVAL                                                                                                                                                                                           Level 3, 16 Innovation Parkway      BLUE CARE SUNRISE BEACH                                    STORMWATER DRAINAGE
     A     CB      CB      SP        SP      07.11.19 ISSUED FOR CONSTRUCTION                                                                                                                                                                                                                                                                          Birtinya QLD Australia 4575
A
M    B     CB      DC      SP        SP      21.09.20 ISSUED FOR APPROVAL                                                                  NOT FOR CONSTRUCTION                               0    0.2    0.4   0.6   0.8   1.0   1.2   1.4    1.6
                                                                                                                                                                                                                                                                                                                                                          Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                                                                            Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                                                                        EXTERNAL MAJOR WORKS                                       STRUCTURAL DETAILS
E
N
D
     C
     D
                                                                                                                       APPROVED                                                               SCALE 1:20 (A1)                     SCALE 1:40 (A3)                                                                                                                                     INTERSECTION MODIFICATION                                        PITS 2/1 & 3/1
M
E                                                                                                                      BY:     SHAUN PILCHER RPEQ 14593                                                                                                                                                                                                                              DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                                                                                                           PROJECT No.     DRAWING No.   REVISION
     E
N                                                                                                                                                                                                                                                                                                                                                                                    ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
     F
T
S
     G                                                                                                                 SIGN:                              DATE: 21.09.20
                                                                                                                                                                                                                                                                                                                    C   calibregroup.com                                             PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                                                                     DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                           18-001942       3001-129        B