2014022_71_SeaviewTce_SWMP-revC_full · OPW16/0021

                                                                                                                                                                                               D
                                                                                                                                                                                               -




                                                                                                                                                                         POUR 450 DEEP LEVEL 1
                                                                                                                                                                         BEAM FOR PILE                                 DRIVEWAY RESTRAINING SLAB
                                                                                                                                                                         RESTRAINT AT RL 45.00
                                                                                                                                                                         REFER STRUCTURAL DRAWING
                                                                                                                                                                         SET FOR INFORMATION.




                                                                                                                                                     RV1                     RV1




                                                                                                                             RV1
                                                                                                                                                    RV1
                                        E                                                                                                                                 RV1
                                         -

                                                                                                        RV1



                                                                                                                                      RV1                 RV1
                                                                                                  RV1



                                                                                                                         RV1
                                                                                         RV1
                                                                                                                                                                                                      WORKING PLATFORM AT RL 44.50




                                                                                                                                                                         POUR LEVEL 1 SLAB FOR
                                                                                                                                                                         PILE RESTRAINT AT RL 45.00
                                                                                                                                                                         REFER STRUCTURAL DRAWING
                                                                                                                                                                         SET FOR INFORMATION.




                                                                                                                                                                                                                                                                                                                                                                                EARTHWORKS - STAGE 5
                                                                                                                                                                                                                                                                                                                                                                                             1:200 UNREDUCED AT A3
                                                                                                                                                                                                                                                                                                                                                                                             1:100 UNREDUCED AT A1




                                                                                                                                                                                                              STAGE 5 PROCEDURE :
                                                                                                                                                                                                                  INSTALL SCREW PILES AS SHOWN ON THE
                                                                                                                                                                                                                   PLAN IN ACCORDANCE WITH THE
                                                                                                                                                                                                                   SPECIFICATION AND TO THE CONTRACTORS
                                                                                                                                                                                                                   DETAILS.
                                                                                                                                                                                                                  POUR BEAM AND LEVEL 1 SLAB AS SHOWN                                                                                                                                         SCREW PILES :
                                                                                                                                                                                                                   ON THE PLAN, REFERRING TO THE
                                   ROOF RL 52.55                                                                                                                                                                   STRUCTURAL DRAWINGS FOR THE                                        ROOF RL 52.55
                                                                                                                                                                                                                                                                                                                                                                                               RV1      219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE
                                                                                                                                                                                                                   REQUIRED DETAILS.                                                                                                                                                                  MINIMUM 8m DEEP 30T SWL. CONC. FILL (25 MPa)
                                                                                                                                                                                                                                                                                                                                                                                               RV2      219 x 12.7 GALV AND EPOXY PAINTED SCREW PILE
                                                                                                                                                                                                                                                                                                                                                                                                      MINIMUM 6m DEEP 60T SWL. CONC. FILL (25 MPA)

                                                                                                                                                                                                                                                                                                                                                                                               RT      RAKING AT 1 IN 2.75 - 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE
                                   LEVEL 2 RL 49.55                                                                                                                                                                                                                                   LEVEL 2 RL 49.55
                                                                                                                                                                                                                                                                                                                                                                                                      MINIMUM 12m LONG SWL = 60T TENSION. CONC. FILL (25 MPA)


                                                                                                                                                                                                                                                                                                                        EXISTING
                                                                                                                                                                                                                                                                                                                        SURFACE                                   BACKFILL AS PER THE
                                                                                                                                                                                                                                                                                                                                                                  ARCHITECT AND
                                                                                                                                                                                                                                                                                                                                                                  LANDSCAPE
                                                                                                                                                                                                       SCREW PILES FROM                                                                                                                                           ARCHITECTS DRAWINGS
                                                                                    POUR BEAM FOR PILE                                                                                                 CONSTRUCTION
                                   LEVEL 1 RL 45.00
                                                                                    RESTRAINT                                                                                                          PLATFORM TO REMAIN.                                                            LEVEL 1 RL 45.00


                                                                                                                                                                                                       RL VARIES. REFER PLAN
                                                                                                                                                                                                                                                                                                                                                                                                     ALL VERTICAL AND RAKING SCREW PILES SHALL FOUND AT LEAST 5m
                                                                                                                                                                                                                                                                                                                                                                                                     BELOW  A  27°  LIINE  PROJECTED  FROM  THE  BASE  OF  THE  SLOPE,  AND
                               POUR SLAB (BEYOND)                                                                                                                                                                                                                                                                                                                                                    AT LEAST 7.0m BELOW ORIGINAL GROUND LEVEL.
                               FOR PILE RESTRAINT
                                                                                                                                                                                                                                                                                                                                                                                                     THE SCREW PILING CONTRACTOR MUST ALLOW FOR PRE-BORING
                               AT RL 45.00                                                                                                                                                                                                                                                                                                                                                           WHERE NECESSARY TO PENETRATE WEATHERED SANDSTONE
                                   BASEMENT RL 40.80                                                                                                                                                                                                                                  BASEMENT RL 40.80                                                                                              LAYERS.

                                                                                                                                                                                                                                                                                                                    RL 40.00                                                                         SCREW PILES ARE TO BE DESIGNED AND INSTALLED BY THE
                                                                                                                                                                                                                                                                                                                                                                                                     CONTRACTOR TO SAFELY WITHSTAND THE SPECIFIED SAFE WORKING
                                                                                                                                                                                                                                                                                                                                                                                                     LOADS, AND CERTIFIED BY AN EXPERIENCED RPEQ ENGINEER, WHO
                                                                                                                                                                                                                                                                                                                                                                                                     SHALL PROVIDE APPROPRIATE FORM 15 AND FORM 16
                                                                                                        RL 38.00
                                     POOL PLANT RL 37.25                                                                                                                                                                                                                              POOL PLANT RL 37.25

                                     RL 36.50




                                                                          SECTION                       D                  STAGE 5                                                                                                                                                                                   SECTION                   E
                                                                          1:200 UNREDUCED AT A3
                                                                          1:100 UNREDUCED AT A1
                                                                                                         -                                                                                                                                                                                                           1:200 UNREDUCED AT A3
                                                                                                                                                                                                                                                                                                                     1:100 UNREDUCED AT A1
                                                                                                                                                                                                                                                                                                                                               -


     COPYRIGHT ©                                                                                        Associated Consultants                                             Client                                                                                          Drawn                         Verified                    Project                                                                  Drawing Title                                             Scale            Sheet Size
This drawing is subject to
copyright in accordance with the                                                                                                                 Brisbane address
                                                                                                                                                 GROUND LEVEL
                                                                                                                                                                          UNIVERSAL PROPERTY                                                                               A. VENESS
                                                                                                                                                                                                                                                                           Designed
                                                                                                                                                                                                                                                                                                         S. PRYSTUPA
                                                                                                                                                                                                                                                                                                         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
                                                                                                                                                 BRISBANE 4000
                                                                                                                                                 AUSTRALIA
                                                                                                                                                                          COMPANY                                                                                          H. GRAY                       S. PRYSTUPA                71 SEAVIEW TCE, SUNSHINE BEACH                                           STAGE 5                                                    Drawing Number
                                                                                                              architects
                                                                                                                                                                          ESTABLISHMENT                                                                                                                                                                                                                                                                                 14517-OP25
                                                                                                                                                 postal address
used for this specific project.                                                                                                                  GPO BOX 353                                                                                                               Approved                      RPEQ No
                                                                                                              planners                           BRISBANE                                                                                                                                                                            RDP               RP197117
                                                                                                              interiors                          QUEENSLAND 4001
                                                                                                                                                 AUSTRALIA
                                                                                                                                                                                                                                    Noosa: 07 5449 9600                    S. PRYSTUPA                   1137                        LOCAL AUTHORITY   NOOSA
This drawing shall not be used          B       30.3.16 ISSUED FOR CONSTRUCTION               A.V.
for construction until marked as                                                                              Noel Robinson Architects Pty Ltd
                                                                                                                                                 tel +61(0)7 3229 5266
                                                                                                                                                 fax +61(0)7 3221 0796
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                                                                                                                                                                                                                                                                           Signed                        Date                        MCU APPROVAL      14/0084             HORIZ DATUM                                   0      10     20    30     40    50       60   Sheet             Revision
                                                                                                              ABN 62 323 175 502                 [email protected]                                                                PO Box 61, Noosaville, QLD 4566
                                        A       27.1.16 OPERATIONAL WORKS APPROVAL            A.V.                                                                                                                                                                                                                                   ROL APPROVAL                          VERT DATUM AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        4 of 12              B
                                                                                                                                                 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