MCU14/0073 Town Planning Report

                                                                                                                                                                                                                                                                                                                                                                                                                          -

                                       EDGE OF BUILDING (REFER TO                                                                                                                                                                                                                                                                                                                          NOOSA COUNCIL
                                       ARCHITECTURAL DRAWINGS)
                                                                                                                                                                                                                                                                                                                                                                                          APPROVED PLANS
                                                                              5m                     4.7m                                    6.0m                               VARIES                      6.0m                                  5.4m
                                                                     CONCRETE PATH          10 BICYCLE SPACES                DRIVEWAY (CONCRETE)                              LANDSCAPING     DRIVEWAY (CONCRETE)                 PARKING (CONCRETE)
                                                                                                                                                                                                                                                                                                                                                                                        OPW13/1038 25 FEB 2014
                                                                                                                                                                                GARDEN              600 x 600 SW
                                                                                                                                                                                                                                                                                                                                    EXISTING TABLE DRAIN
                                                                                                                                                                                              PIT WITH RAISED GRATE;




                                                                                                                                                                       0.2m




                                                                                                                                                                                                                                                                                                                  RP BDY
                                    OFFICE FFL 95.85                 FFL 95.80                                                                                                                REFER TO DWG R07 FOR
                                                                                                                                            1.0%                                                      DETAILS
                                                                                                                                                                                                                 1.0%
                                                                                                                                                                                                                                                                                                                                                                              LAKE MACDONALD DRIVE
                                                                                                                                    100Ø PVC SUBSOIL
                                                                                                                                                                                          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                      EXISTING 225Ø OVER                                                                                                                                                                         INTERNAL DRIVEWAYS
                                                                    EXISTING CONCRETE                                                                              FLOW PIPE
                                                    IL 95.1                                                                   IL 94.78
                                                                                                                                                                                                 IL 94.44                                                                                                                                                                                                    150 THICK N32 CONCRETE
                                                                                       PROPOSED 225Ø RCP                                                                                                                                                                                                                                                                                                        SL 92 TOP 50 COVER
                                                              EXISTING 225Ø                OUTLET TO
                                                                                          UNDERGROUND                                                                                                                                                                                                                                                                                                        100 THICK GRAVEL MIN CBR 15
                                                                                           WATER TANK                                                                                                                                                       CREEK
                                                                                                                                          SECTION B-B
                                                                                                                              R06              SCALE 1:200                                                                                                                                                                                                                              50 50
                                                                                                                                                                                                                                                                                                                                                              PERMANENT CAPPING

                                                                                                                                                                                                                                                                                                                                                                                                                 MESH


                                                   225Ø UPVC LOW FLOW
                                                   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.
                                                 225Ø EXISTING                                                                                                                                                                                                                                                                                    PAVEMENT DEPTHS MAY VARIED BY THE SUPERINTENDENT FOLLOWING SUBGRADE TESTING.
                                                                                                                                                      EDGE COVER.                                           450Ø RCP MINIMUM COVER
                                                 OVERFLOW PIPE                                                                                                                                                                                                                                                                                    PROVIDE 100Ø HEAVY DUTY CONDUIT 200mm AND EXTEND UNDER CONCRETE DRIVEWAY WHERE
                                                                                                                                                                                                            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
                                        225Ø UPVC
                         CONCRETE
                                        LOW FLOW                                                                                                                                              110
                         BENCHING
                                        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
                                                                                                 0              2               4               6              8              10m
                                                                 DESIGN
                                                                                                                                                                                       .................                                                                                                                                                                                                                              SHEET:    9   OF   9


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