OPW16/0021 - Approved Plans Civil Engineering 1of 2

     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




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SCREW PILE
           CUT/FILL PLATFORM AREA AND USE
           TEMPORARY SANDBAG RETAINING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .
           STRUCTURES TO RETAIN FILL.                                                                                                                                                                                                                                                                                                                                                                                                                                                    NG
           STABILISE CUT BANKS WITH URETEK OR                                                                                                                                                                   DRIVEWAY RESTRAINING SLAB                                                                                                                                                                                                                                          m   LO
           APPROVED SIMILAR AS REQUIRED.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      E        6.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                               OB
                                                                                                                                                                                                                                                                                                                                                                                                                                                         E   ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                     PIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                S.
                                                                                                                                                                                                                                                                                                                                                                                                                                           CR




                                                                                                                                                                                                                                                                                                                                                                                                                             SCREW PILE
                                                                                                                                                                                                                                             LEVEL 1 BEAM AT RL 45.00

                                                                                                                                                                                                                                                                                                                         TEMPORARY RETAINING
                                                                                                                                                                                                                                                                                                                         STRUCTURE. VARIES BETWEEN                                                                                                                                       CK
                                                                                                                                                                                                                                                                                                                         1.0m AND 2.0m HIGH.                                                                                                                                      G    BA
                                                                                          E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         R     ON
                                                                                         OP25                                                                                                                                                                                                                                                                                                                                                                      ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                             UB
                                                                                                                                                                                                                                                                                                                                                                                                                                                      150
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CK
                                                                                                                                                                            LEVEL 1 SLAB AT RL 45.00                                                                                                                                                                                                                                                                              G    BA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     R         ON
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                             UB                         AC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          K
                                                                                                                                                                                                                                                                                                                                                                                                                                                      150                            B




                                                                                                                                                                                                                                                                                                                                                                                                                       600
                             EARTHWORKS - STAGE 6                                                                                                                                                                                                                                                                                                                                                                                                                                 NG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       T       RO
                                             1:200 UNREDUCED AT A3                                                                                                                                                                                                                                                                                                                                                                                               S
                                             1:100 UNREDUCED AT A1                                                                                                                                                                                                                                                                                                                                                                                            UB               G
                                                                                                                                                                                                                                                                                                                                                                                                                                                       150




                                                                                                                                                                                                                                                                                                                                   RL 43.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           KIN




                                                                                                                                                                                                                                                                         RL 44.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         OR 37.00




                                                                                                                                                                                                                                                                                                                                                                                                                       400
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       W




                                                                                                                                                                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     L
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   VE AT RL




                                                                                                                                                                                                                                                                                                                                                                                        RL 41.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                LE
                                                                                                                                                                                                                                                                                                                                                                                                                                                             OL ORM




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




                                                                                                                                                                                                                                                                                                                                                                                                  00
                                                                                                                                                                                                                                                                                                                                                                                              41.
                                                                                                                                                                                                                                                                                                                                                                                           RL
                                                                                                                                                                                                              .50
                                                                                                                                                                                                     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 T F ORMS
                                                                                                           ETE T           KING P                                                                                 .0    0                                                                                                                                                                                                                                          1:50 UNREDUCED AT A3
                                                                                                     HOTCR        Y WOR                                                                                     RL 41                                                                                                                                                                                                                                                  1:25 UNREDUCED AT A1
                                                                                               75mm S R TEMPORAR
                                                                                                    F O
                                                                                               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
                                                                                                                                                                                                   0
                                                                                                                                                                                                   7.0



                                                                                                                                                                                                                                                                     PROVIDE 4 x RV2 SCREW PILES
                                                                                                                                  20mm PLATE WALINGS WITH 3 x 150 UB
                                                                                                                                                                                                        3




                                                                                                                                                                                                                                                                     UNDER STORMWATER TANK
                                                                                                                                                                                                     RL




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




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                       1
                                                                                POOL LEVEL WORKING
                                                                                PLATFORM AT RL 37.00
                                                                                                                                                                                                                          TEMPORARY RETAINING
                                                                                                                                                                                                                          STRUCTURE. VARIES BETWEEN                                                               E
                                                                                                                                                                                                                                                                                                               FAC
                                                                                                                                                                                                                          1.0m AND 2.0m HIGH.                                                               SUR
                                                                                                                                                                                                                                                                                                        RAL




                                                                                                                                                                                                                                                                                                                                              2.0m MAX.
                                                                                                                                                                                                                                                                                                       U
                                                                                               LIN
                                                                                                  E                                                                                                                                                                                                NAT
                                                                                           T                                                                                                                                                                                                               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
                                                                                                                                  -                                       NOOSA COUNCIL
                                                                                                                                                                          APPROVED PLAN                                                                                                                                                                                      SECTION                     F
                                                                        TEMPORARY RETAINING
                                                                        STRUCTURE. VARIES BETWEEN
                                                                                                                                                                       OPW16/0021 11 JUL 2016                                                                                                                                                                                1:200 UNREDUCED AT A3
                                                                                                                                                                                                                                                                                                                                                                             1:100 UNREDUCED AT A1
                                                                                                                                                                                                                                                                                                                                                                                                          -

                                                                        1.0m AND 2.0m HIGH.


     COPYRIGHT                                                                          Associated Consultants                                                Client                                                                                                 Drawn              Verified            Project                                                                                    Drawing Title                                                                          Scale                   Sheet Size
This drawing is subject to                                                                                                                                                                                                                                           A. VENESS          S. PRYSTUPA
copyright in accordance with the                                                                                                      Brisbane address
                                                                                                                                      GROUND LEVEL
                                                                                                                                                              UNIVERSAL PROPERTY                                                                                     Designed           Verified
                                                                                                                                                                                                                                                                                                            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
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                                                                                                                                      AUSTRALIA
                                                                                                                                                              COMPANY                                                                                                H. GRAY            S. PRYSTUPA         71 SEAVIEW TCE, SUNSHINE BEACH                                                             STAGE 6                                                                                Drawing Number
                                                                                               architects                             postal address
used for this specific project.
                                      C   4.5.16   AMENDED AS CLOUDED            A.V.
                                                                                               planners
                                                                                               interiors
                                                                                                                                      GPO BOX 353
                                                                                                                                      BRISBANE
                                                                                                                                      QUEENSLAND 4001
                                                                                                                                      AUSTRALIA
                                                                                                                                                              ESTABLISHMENT                                                                                          Approved
                                                                                                                                                                                                                                                                     S. PRYSTUPA
                                                                                                                                                                                                                                                                                        RPEQ No
                                                                                                                                                                                                                                                                                        1137
                                                                                                                                                                                                                                                                                                            RDP                 RP197117                                                                                                                                                    14517-OP26
This drawing shall not be used
                                                                                                                                                                                                                              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.                                                 www.nrarc.com
'issued for construction' in the
revision description.                Rev Date Revision Description             Drawn
                                                                                               ACN 010 011 720                                                                                              [email protected]      www.todconsulting.com
                                                                                                                                                                                                                              ABN 39 128 805 336                                        DECEMBER 2015       ROL APPROVAL
                                                                                                                                                                                                                                                                                                            OPW APPROVAL
                                                                                                                                                                                                                                                                                                                                                                   VERT DATUM AHD
                                                                                                                                                                                                                                                                                                                                                                   RL                41.410                             MEASUREMENT BAR - INCREMENTS IN mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              5 of 12                     C