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Appendix 3- Engineering Drawings · MCU17/0027

Attached to the e-mail Engineering plans, Landscape Plan and Response to Code (Email 2 of 2) MCU17/0027 & OPW17/0119.

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                                                                              17                                                                                                                                                                                                                                                       LEGEND




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                                                                                                                                                                                                                                                                                                                                       D         D        EXISTING STORMWATER




                                                                                                                                                                                                                                    t
                                                                                                                                                                                                                                                                                                                                                          EXISTING SEWER MAIN
                                                                                                                                                                                                                                                                                                                                                          EXISTING WATERMAIN




                                                                                                                                                                                                                                         t
                                                                                                                                                                                                                                                                                  EXISTING WATER METERS                                                   EXISTING ENERGEX - UNDERGROUND

                                                                            16                                                                                                                                                                                                                                                             t         t    EXISTING TELSTRA




                                                                                                                                                                                                                                              t
                                                                                                                                                                                                                                                                                                                                                          PROPOSED HOUSE




                                                                                                                                                                                                                                                       t

                                                                                                                                                                                                                                                              EX
                                                                                                                                                                                                                                                                IST
                                                                                                                                                                                                                                                                   IN
                                                                                                                                                                                                                                                                                                                                                          PROPOSED CONCRETE DRIVEWAY




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                                                                                                                                                                                                                                                                                          &
                                                                      15




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                                                                                                                                                                                                                                                                                ITY



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                                                                                                                                                                                                                                                                                      EX


                                                                                                                                                                                                                                                                                                  r
                                               REFER STRUCTURAL




                                                                                                                                                                                                                                                                                          IST
                                               DRAWINGS FOR DRIVEWAY




                                                                                                                                                                                                                                                                                             ING
                                                                                                                                                                                                                                                                             EX
                                                                                                                                                                                                                                                                              t I ST
                                               CONSTRUCTION DETAILS




                                                                                                                                                                                                                                                                                              WA
                                                                                                                                                                                                                                                                                    IN



                                                                                                                                                                                                                                                                                                   TE
                                                                                                                                                                                                                                                                                      G
                                                                                                                                                                                                                                                                                      TE


                                                                                                                                                                                                                                                                                                      R
                                                                                                                                                                                                                                                                                       t ST


                                                                                                                                                                                                                                                                                                      PIP
                                                                                                                                                                                                                                                                                         L
                                                                      14




                                                                                                                                                                                                                                                                                                          E
                                                                                                                                                                                                                                                                                            RA
                                                                                                                                   2%




                                                                                                                                                                                                                                                                                                    t
                                                                                                                                                                                     PROPOSED HOUSE



                                                                                                                     5%
                                                                                                                                                                                           FFL14.400




                                                                                                                                                                                                                                                                                                              t
                                              EXISTING STORMWATER PIT
                                              TO BE REMOVED.
                                                                 13




                                                                                                                                                                                                                                                                                                                  t
                                   SEWER MANHOLE TO BE
                                   RAISED TO NEW DRIVEWAY




                                                                                                                                                                                                                                                                                                                      t
                                   LEVEL. LID CHANGED TO
                                                                                                     %




                                   TRAFFICABLE LID.
                                                                                                    15.2




                                   EX SL: 12.36




                                                                                                                                                                                                                                                                                                                             t
                                   NEW SL: 12.80




                                                                                                                                                                                                                                                                                                                                   t
                JOIN NEW DRIVEWAY
                                                                 12




                SMOOTHLY TO EXISTING
                                                                             16%
                                                                                                                                                                                                 2%
                                                                                             1.0%




                PROPOSED GRATED
                STORMWATER DRAIN.                                                                                                                                                         5%
                CONNECT INTO EXISTING
                PIT.
                                                                                                                                                 11.5%
                                                                                                                                                                        1.0%




                                                                                                                                                                                                                                                                                                          DRAIN TO BOTTOM OF
                                                                                                                                                                                                                                                                                                          RETAINING WALL AS PER
                                                KERB TO TOP OF
                                                                                                                                          12




                                                                                                                                                                                                                                                                                                          LANDSCAPE DRAWINGS
                                                RETAINING WALL TO
                                                DIRECT FLOWS INTO
                                                                        EXISTING HCB
                                                EXISTING PIT

                                                                          EXISTING STORMWATER
                                                                          PIPE TO BE REMOVED TO
                                                                          NEXT PIT.
                                                                                                                                                                                                                             HOUSE PLUMBING
                                                                                                                                                                                                                             INDICATIVE ONLY. REFER                                                                                            NOTE:
                                                                                                                                                                                                                             TO PLUMBER FOR DETAILS                                                                                            REFER IPWEA STD DRAWING RS-050
                                                                                                                                                                                                                                                                                                                                               FOR NOTES.
                                                                                                                                                                                                       STORMWATER PIPE FOR
                                                                                                                                                                                                       HOUSE CONNECTION
                                                                                                                                                                                                       IL 11.32

                                                                                                               EXISTING HCB                                                                                                                                                                                                                    NOTE:
                                                                                                                                                                               12                                                                                                                                                              DRIVEWAY GRADE AS PER AS/NZS
                                                                                                                                                                                                                                                                                                                                               2890.1. SECTION 2.6 - DESIGN OF
                                                                                                                                                                                                                                                                                                                                               DOMESTIC DRIVEWAYS.



                                                                                                                                                                                                                                                                                                                  PROJECT:                                                                 JOB NUMBER
REV DATE DESCRIPTION                               BY   CHKD                                                                        SCALE                                                       APPROVED
                                                                                                                                                                                                                                                                                                                                                                                             1537
 1   24.03.17    APPROVAL ISSUE                    JG       CL
                                                                 DATUM                 AHD                                                                                                                                                                                                                                                                                          SHEET:        OF
                                                                 DESIGN                DK              0              2               4              6              8               10m
                                                                                                                                                                                               .................                                                                                                                                                                              2         5


                                                                                                                                                                                           Director: PETER BARLOW                                                                                                 DRAWING TITLE:                                                    DRAWING NUMBER          REV
                                                                 DRAWN                 JG
                                                                                                                                                                                                  (RPEQ 1330)
                                                                 DESIGN CHECK          PB                                           SCALE 1:200 A3
                                                                                                                                                                                          DRAWING STATUS
                                                                                                                                                                                                                                              07 5443 8285
                                                                                                                                                                                                                                                                                                                                                                                           R02               1
                                                                                                                                                                                                                                             [email protected]     www.barlowshelley.com.au
                                                                                                      This drawing is not to be copied or amended without written permission from
                                                                 DATE               20-03-17          Barlow Shelley Consulting Engineers
                                                                                                                                                                                                  FOR APPROVAL                               PO Box 899, Maroochydore,4558 ABN 89 215 591 077

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