130814 Permissible Change Request Final · MCU14/0073

                                       EDGE OF BUILDING (REFER TO
                                       ARCHITECTURAL DRAWINGS)

                                                                            5m                      4.7m                                    6.0m                               VARIES                      6.0m                                 5.4m
                                                                     CONCRETE PATH         10 BICYCLE SPACES                DRIVEWAY (CONCRETE)                              LANDSCAPING     DRIVEWAY (CONCRETE)                 PARKING (CONCRETE)
                                                                                                                                                                               GARDEN              600 x 600 SW
                                                                                                                                                                                                                                                                                                                                   EXISTING TABLE DRAIN




                                                                                                                                                                        0.2m
                                                                                                                                                                                             PIT WITH RAISED GRATE;




                                                                                                                                                                                                                                                                                                                 RP BDY
                                    OFFICE FFL 95.85                FFL 95.80                                                                                                                REFER TO DWG R07 FOR
                                                                                                                                           1.0%                                                      DETAILS
                                                                                                                                                                                                                1.0%
                                                                                                                                                                                                                                                                                                                                                                             LAKE MACDONALD DRIVE
                                                                                                                                                                                         FOR LANDSCAPING DETAILS                                                    SCRC BARRIER KERB B4
                                                                                                                                   DRAIN PIPES OUTLET
                                                                                                                                                                                          REFER TO LANDSCAPING                                                              TYPE
                                                                                                                                   TO STORMWATER PIT                                                                                                                                                         EXISTING TELSTRA
                                                                                                                                                                       ECOSOL 100 GPT OR        DRAWINGS
                                                                                                                                                                                                                                                                                                                  CONDUITS           EXISTING WATER MAIN
                                                                                                                                                                       APPROVED EQUIVALENT

                                                                                                                                                                                                             SECTION A-A
                                                                                                                                                                                                    R05            SCALE 1:200
                                                             EXISTING DOWN PIPE                               CUT AND CONNECT
                               EXISTING BUILDING                                                              EXISTING RCP TO
                                                                                 2.0m WIDE;250DEEP            PROPOSED 1050 MH
                                                                                    GRASS SWALE                                PROPOSED
                                                                                                     2m                         1050 MH
                                                                                                                                                                                                                                                                                                                                                        INTERNAL DRIVEWAYS
                                                                   EXISTING CONCRETE                                                                                 FLOW PIPE
                                                   IL 95.1                                                                   IL 94.78
                                                                                                                                                                                                IL 94.44                                                                                                                                                                                                    150 THICK N32 CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                               SL 92 TOP 50 COVER
                                                                                           OUTLET TO
                                                                                          UNDERGROUND                                                                                                                                                                                                                                                                                                       100 THICK GRAVEL MIN CBR 15
                                                                                           WATER TANK                                                                                                                                                      CREEK
                                                                                                                                         SECTION B-B
                                                                                                                             R06              SCALE 1:200                                                                                                                                                                                                                              50 50
                                                                                                                                                                                                                                                                                                                                                             PERMANENT CAPPING

                                                                                                                                                                                                                                                                                                                                                                                                                MESH



                                                   BYPASS
                                                                                                                                                                                                                                                                                                                                                                                                     16mm DOWEL
                                                                                                                                                                                                                                                                                                                                                                                                     400 LONG @ 400crs




                                                                                                                                                                                                                                      PROPERTY ALIGNMENT
                                                                                                                                                                                                                                                                                                                                                           DANLEY RIPA STRIP JOINT (GREY)
                                                          CONCRETE                                                                                                   1.0m                                 10.41m
                                                          BENCHING (WEIR)                                                                                                                                                                                                                                                                                               DJ

                                                                                                                         EXISTING EDGE OF
                                                                                                                         BITUMEN


                                                      FLOW TO RAINWATER TANK                                                                                                                              5.0%
                                                                                                                                                                                                                                                                                                                                                    PAVEMENT DETAILS
                                                                                                                          LAKE MACDONALD                               1:8
                                                                                                                              DRIVE                                                                                                                                                                                                              FINAL PAVEMENT DEPTH TO BE DETERMINED FOLLOWING SOIL TESTS BY GEOTECHNICAL ENGINEER.
                                                                                                                                                                                                                                                                                                                                                 SLAB CONSTRUCTION AND JOINTING TO BE IN ACCORDANCE WITH THE "GUIDE TO RESIDENTIAL
                                                                                                                                                     SL82 REINFORCING                                                                                                                                                                            STREETS & PATHS" - CEMENT & CONCRETE ASSOCIATION OF AUSTRALIA.
                                                                                                                                                     FABRIC 50mm TOP AND                                                                                                                                                                         CONCRETE PAVEMENT HAS BEEN DESIGNED FOR RESIDENTIAL & SERVICE TRAFFIC LOADINGS ONLY.
                                                                                                                                                     EDGE COVER.                                                                                                                                                                                 PAVEMENT DEPTHS MAY VARIED BY THE SUPERINTENDENT FOLLOWING SUBGRADE TESTING.
                                                 OVERFLOW PIPE
                                                                                                                                                                                                           TO SERVICES 600mm                                                                                                                     CONDUIT LOCATIONS IF REQUIRED.
                                                                                                                                                                                                                                                                                                                                                 NOTIFY ALL RELEVANT AUTHORITIES PRIOR TO COMMENCEMENT OF WORK WITHIN EXISTING ROAD
                                    FLOW                                                                                                                                                                                                                                                                                                         RESERVE.
                                                                                                                                           DRIVEWAY ENTRANCE - CROSSOVER DETAIL                                                                                                                                                                  THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES WITHIN THE SITE PRIOR
                                                                                                                                                                                                                                                                                                                                                 TO COMMENCING WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING
                                                                                                                                                                                                                                                                                                                                                 SERVICES WHETHER SHOWN ON THE DRAWINGS OR NOT.
                                   PLAN                                                                                                                                                                                                                                                                                                          ALL WORK SHALL CONFORM WITH THE RELEVANT LOCAL AUTHORITY'S SPECIFICATIONS AN
                                                                                                                                                                                                                                                                                                                                                 REQUIREMENTS
                        CONCRETE                                                                                                                                                             110
                        BENCHING
                                        LOW FLOW
                                        BYPASS
                                                                                                                                                                                                                                                                                                                                                    COMPACTION STANDARDS
                        (WEIR)                                                                                                                                                                               40
                                                                                                                                                                                                                                                                                                                                            ROADWORKS TO 300mm BELOW SUBGRADE 95% STANDARD
                                                                                                                                                                                                                                                                                                                                            ROADWORKS WITHIN 300mm OF SUBGRADE 100% STANDARD
                                                                                                                                                                                                                                                                                                                                            SUB BASE GRAVEL                    100% STANDARD
                                                                                                                                                                                     150




                                                                                                                                                                                              R20                                                                                                                                           BASE GRAVEL                        100% STANDARD
                       250mm




                                                                                                                                                                                              150                                                                                                                                                   CONCRETE TYPE
                                                   FLOW
                                                                                                                                                                                                                                                                                                                                            DRIVEWAYS PAVEMENTS                  N32


                                                                                                                                                                               B4 BARRIER KERB
                                                                                                                                                                                              NTS
         LOW FLOW BYPASS (TANK OVERFLOW)
                                      NTS




                                                                                                                                                                                                                                                                                                                                CLIENT:                                                                                                    JOB NUMBER
REV DATE DESCRIPTION                        BY       CHKD                                                                    SCALE                                                         APPROVED                                                                                                                                                                                                                                           1014
                                                                                                                                                                                                                                                                                                                                PROJECT:
                                                                DATUM

                                                                DESIGN
                                                                                                0              2               4               6              8              10m
                                                                                                                                                                                      .................                                                                                                                                                                                                                              SHEET:    9   OF   9


                                                                                                                                                                                                                                                                                                                                                                                                                                     DRAWING NUMBER         REV
                                                                                                                                                                                   Director: TONY SHELLEY                                                                                                                       DRAWING TITLE:
                                                                DRAWN                                                        SCALE 1:200 A3                                              (RPEQ 7736)
                                                                DESIGN CHECK         TS
                                                                                                                                                                                   DRAWING STATUS
                                                                                                                                                                                                                                                                   07 54534494                                                                                                                                                             R09
                                                                                               This drawing is not to be copied or amended without written permission from                                                                                         [email protected]      www.barlowshelley.com.au
                                                                DATE                           Barlow Shelley Consulting Engineers                                                         FOR APPROVAL                                                            PO Box 432 Buderim 4556       ABN 42 135 788 813