2014022_71_SeaviewTce_SWMP-revC_full · OPW16/0021

     STAGE 6 PROCEDURE :
          EXCAVATE BEYOND THE LEVEL 1 WORKING
                                                                                                                                                                                                                                                                                                                                                                                                       20mm PLATE WALINGS WITH 3 x 150 UB
           PLATFORM TO FORM THE RAMP DOWN TO A                                                                                                                                                                                                                                                                                                                                                         STRONG BACKS WELDED TO PILES AS SHOWN.
           LOWER TURNAROUND PLATFORM AT RL 41.00.
          EXCAVATE TO FORM ANOTHER RAMP DOWN
           TO THE POOL LEVEL WORKING PLATFORM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .
          CUT/FILL PLATFORM AREA AND USE                                                                                                                                                                                                                                                                                                                                                                                                                                AX




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SCREW PILE
           TEMPORARY SANDBAG RETAINING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 . 0 m  M .
                                                                                                                                                                                                                                                                                                                                                                                                                                                               2        G
                                                                                                                                                                                                                                                                                                                                                                                                                                                          AT LON
           STRUCTURES TO RETAIN FILL.
          STABILISE CUT BANKS WITH URETEK OR                                                                                                                                                          DRIVEWAY RESTRAINING SLAB                                                                                                                                                                                                                     ES
           APPROVED SIMILAR AS REQUIRED.                                                                                                                                                                                                                                                                                                                                                                                                          PIL 6.0m
                                                                                                                                                                                                                                                                                                                                                                                                                                             W        E
                                                                                                                                                                                                                                                                                                                                                                                                                                           RE TO B
                                                                                                                                                                                                                                                                                                                                                                                                                                         SC
                                                                                                                                                                                                                                                                                                                                                                                                                                   2 19   ILES
                                                                                                                                                                                                                                                                                                                                                                                                                                  Ø S. P
                                                                                                                                                                                                                                                                                                                                                                                                                                   CR




                                                                                                                                                                                                                                                                                                                                                                                                                     SCREW PILE
                                                                                                                                                                                                                                    LEVEL 1 BEAM AT RL 45.00

                                                                                                                                                                                                                                                                                                               TEMPORARY RETAINING
                                                                                                                                                                                                                                                                                                               STRUCTURE. VARIES BETWEEN                                                                                                                                       C   K
                                                                                                                                                                                                                                                                                                               1.0m AND 2.0m HIGH.                                                                                                                                      G   BA
                                                                                           E
                                                                                                                                                                                                                                                                                                                                                                                                                                                               R     ON
                                                                                         OP25                                                                                                                                                                                                                                                                                                                                                            ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                   UB
                                                                                                                                                                                                                                                                                                                                                                                                                                             150                                K
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               C
                                                                                                                                                                        LEVEL 1 SLAB AT RL 45.00                                                                                                                                                                                                                                                                            BA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                NG
                                                                                                                                                                                                                                                                                                                                                                                                                                                          T   RO
                                                                                                                                                                                                                                                                                                                                                                                                                                                      S
                                                                                                                                                                                                                                                                                                                                                                                                                                                   UB                         AC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                K
                             EARTHWORKS - STAGE 6                                                                                                                                                                                                                                                                                                                                                                                            150                        GB




                                                                                                                                                                                                                                                                                                                                                                                                               600
                                                                                                                                                                                                                                                                                                                                                                                                                                                         ON
                                                                                                                                                                                                                                                                                                                                                                                                                                                       TR
                                                                                                                                                                                                                                                                                                                                                                                                                                                     BS
                                             1:200 UNREDUCED AT A3
                                             1:100 UNREDUCED AT A1                                                                                                                                                                                                                                                                                                                                                                                 U                 G
                                                                                                                                                                                                                                                                                                                                                                                                                                             150                 KIN




                                                                                                                                                                                                                                                                                                                         RL 43.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                               OR 37.00




                                                                                                                                                                                                                                                               RL 44.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                             W




                                                                                                                                                                                                                                                                                                                                                                                                               400
                                                                                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                                                                                                                                                                           L
                                                                                                                                                                                                                                                                                                                                                                                                                                                         VE AT RL




                                                                                                                                                                                                                                                                                                                                                                              RL 41.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                      LE
                                                                                                                                                                                                                                                                                                                                                                                                                                                 O OL ORM




                                                                                                                                                                                                                                                                                                                                                                                                           200
                                                                                                                                                                                                                                                                                                                                                                                                                                               P      F
                                                                                                                                                                                                                                                                                                                                                                                                                                                   AT
                                                                                                                                                                                                                                                                                                                                                                                                                                                PL
                                                                                                                                                                                              LEVEL 1 WORKING
                                                                                                                                                                                              PLATFORM AT RL 44.50




                                                                                                                                                                                                                                                                                                                                                                                        00
                                                                                                                                                                                                                                                                                                                                                                                    41.
                                                                                                                                                                                                   .50




                                                                                                                                                                                                                                                                                                                                                                                 RL
                                                                                                                                                                                              RL 44
                                                                                                                                                                                       4.00
                                                                                                                                                                                   RL 4                 0
                                                                                                                                                                                                 RL 43.0

                                                                                                                                                                                             0
                                                                                                                                                                                                                                                                                                                                                                                                                                       TEMPORARY RETAINING
                                                                                                                                       ESHAP
                                                                                                                                             E                                       RL 42.0
                                                                                                                                AND R                                                                                                                                                                                                                                                                                                    STRUCTURE DETAIL
                                                                                                                 O S T A BILISE    LA TF ORMS
                                                                                                           ETE T            KING P                                                                       .0    0                                                                                                                                                                                                                                         1:50 UNREDUCED AT A3
                                                                                                     HOTCR         Y WOR                                                                           RL 41
                                                                                               75mm S R TEMPORAR
                                                                                                                                                                                                                                                                                                                                                                                                                                                         1:25 UNREDUCED AT A1


                                                                                                    FO
                                                                                               BANK
                                                                                                                                                                                         0.00
                                                                                                                                                                                     RL 4
                                                                                                                                                                                                                                                                                                            PROVIDE 4 x RV2 SCREW PILES
                                                                                                                                                                                                                                                                                                            UNDER RAINWATER TANK




                                                                                                               G
                                                                                                         AININ
                                                                                                    Y RET HIGH.
                                                                                               ORAR
                                                                                           TEMP TURE. 2.0m
                                                                                                C
                                                                                           STRU
                                                                                                                                                                                            00
                                                                                                                                                                                            37.



                                                                                                                                                                                                                                                            PROVIDE 4 x RV2 SCREW PILES
                                                                                                                                  20mm PLATE WALINGS WITH 3 x 150 UB                                                                                        UNDER STORMWATER TANK
                                                                                                                                                                                              RL




                                                                                                                                  STRONG BACKS WELDED TO PILES AS
                                                                                                                                  SHOWN ON THE ADJACENT DETAIL.
                                                                                                                                                                                                                                                                                                            75mm SHOTCRETE TO STABILISE AND
                                                                                                                                                                                                                                                                                                            RESHAPE BANK FOR TEMPORARY
                                                                          Ø219  SCREW  PILES  AT  2.0m  MAX.                                                                                                                                                                                                WORKING PLATFORMS
                                                                          CRS. PILES TO BE 6.0m LONG.
                                                                                                                                                                                                                                                                                                                                                                                   1




                                                                                                                                                                                                                                                                                                                                                                                                                                                          BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                             1
                                                                                 POOL LEVEL WORKING                                                                                                                                                                                                                                                                                                         30°  SLIPLINE
                                                                                 PLATFORM AT RL 37.00




                                                                                                                                                                                                                                                                                                                                                                                         30°0
                                                                                                                                                                                                                 TEMPORARY RETAINING




                                                                                                                                                                                                                                                                                                                                                                                          '0"
                                                                                                                                                                                                                 STRUCTURE. VARIES BETWEEN                                                                  E
                                                                                                                                                                                                                                                                                                         FAC
                                                                                                                                                                                                                 1.0m AND 2.0m HIGH.                                                               L SUR
                                                                                                                                                                                                                                                                                                 A
                                                                                                                                                                                                                                                                                              UR




                                                                                                                                                                                                                                                                                                                                    2.0m MAX.
                                                                                                   INE                                                                                                                                                                                    NAT
                                                                                           TL                                                                                                                                                                                                     POOL LEVEL WORKING                                      TEMPORARY RETAINING
                                                                                         CU
                                                                                                                                                                                                                                                                                                  PLATFORM AT RL 37.00                                    STRUCTURE. VARIES
                                                                                                                                                                                                                                                                                                                                                          BETWEEN 1.0m AND
                                                                                                                                                                                                                                                                                                                                                     1    2.0m HIGH.




                                                                                                                                                                                                                                                                                                                                    4.0m MIN.
                                                                                                                                                                                                                                                                                                                                                10

                                                                                                                                  F
                                                                                                                                  -



                                                                                                                                                                                                                                                                                                                                                                   SECTION                        F
                                                                        TEMPORARY RETAINING                                                                                                                                                                                                                                                                        1:200 UNREDUCED AT A3
                                                                                                                                                                                                                                                                                                                                                                                                   -
                                                                                                                                                                                                                                                                                                                                                                   1:100 UNREDUCED AT A1
                                                                        STRUCTURE. VARIES BETWEEN
                                                                        1.0m AND 2.0m HIGH.


     COPYRIGHT ©                                                                         Associated Consultants                                               Client                                                                                        Drawn              Verified           Project                                                                                       Drawing Title                                                                          Scale                Sheet Size
This drawing is subject to
copyright in accordance with the                                                                                                      Brisbane address
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                                                                                                                                                              UNIVERSAL PROPERTY                                                                            A. VENESS
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                                                                                                                                                                                                                                                                                                  PROPOSED NEW RESIDENCE AT                                                                     EARTHWORKS PLAN                                                                    AS SHOWN A1
agreement between Tod                                                                                                                 283 ELIZABETH ST

Consulting pty ltd (tc) and tc's
client. This drawing shall only be
                                                                                                                                      BRISBANE 4000
                                                                                                                                      AUSTRALIA
                                                                                                                                                              COMPANY                                                                                       H. GRAY            S. PRYSTUPA        71 SEAVIEW TCE, SUNSHINE BEACH                                                                STAGE 6                                                                             Drawing Number
                                                                                               architects
                                                                                                                                                              ESTABLISHMENT                                                                                                                                                                                                                                                                                                        14517-OP26
                                                                                                                                      postal address
used for this specific project.                                                                                                       GPO BOX 353                                                                                                           Approved           RPEQ No
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                                      C   4.5.16   AMENDED AS CLOUDED             A.V.         interiors                              QUEENSLAND 4001
                                                                                                                                                                                                                                                            S. PRYSTUPA        1137
This drawing shall not be used
                                                                                                                                      AUSTRALIA
                                                                                                                                                                                                                     Noosa: 07 5449 9600                                                          LOCAL AUTHORITY     NOOSA
                                      B   30.3.16 ISSUED FOR CONSTRUCTION         A.V.                                                tel +61(0)7 3229 5266                                          Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
                                                                                                                                                                                                                                                            Signed             Date                                                                                                                        0            10        20    30    40    50          60                  Sheet                    Revision
for construction until marked as                                                               Noel Robinson Architects Pty Ltd       fax +61(0)7 3221 0796
                                                                                                                                      [email protected]                                                            PO Box 61, Noosaville, QLD 4566                                                     MCU APPROVAL        14/0084                            HORIZ DATUM
                                                                                               ABN 62 323 175 502
                                      A   27.1.16 OPERATIONAL WORKS APPROVAL      A.V.                                                                                                                                                                                                            ROL APPROVAL                                           VERT DATUM AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    5 of 12                     C
                                                                                                                                      www.nrarc.com
'issued for construction' in the                                                                                                                                                                   [email protected]      www.todconsulting.com
                                                                                                                                                                                                                                                                               DECEMBER 2015
                                                                                               ACN 010 011 720

revision description.                Rev Date Revision Description              Drawn                                                                                                                                ABN 39 128 805 336
                                                                                                                                                                                                                                                                                                  OPW APPROVAL                                           RL                41.410                                MEASUREMENT BAR - INCREMENTS IN mm