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RAL20 0017 Approved Plans · MCU22/0003

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Original PDF page 18, section 1. The text section number identifies this passage in the reader.

                                                                                                  EXISTING BARRIER
                                           .                                                      PROFILE KERB AND
               APPROVED PLAN                                                                              CHANNEL

          RAL20/0017 & OPW20/0144




                                                                                                               T
               NOOSA COUNCIL




                                                                                                           R
                                                                                                          U
                                                                                                       O
                      3 December 2020




                                                                                                      C
                                                                                                                                     m
                                                                                                                             1.32                                                                                                                                                                                                                                             EXISTING EARTH




                                                                                                 R
                                                                                                                                                                                                                                                                                                                                                                              BUND TO BE
                                           .




                                                                                             LO
                                                                                                                                                                                                                                                                                                                                                                              RETAINED
                                                                                                                                                                               MAINTAIN MIN 1m




                                                                                            Y
                                                                                                                                                                                                                                                                                                                 1 in 3




                                                                                         TA




                                                                                                                 m
                                                                                                                                                                               CLEARANCE TO                                                                                                                      BATTER




                                                                                                              1.5
                                                                                                                                                                               EXISTING LIGHT POLE                                                                                                               (TYPICAL)           EXISTING
                                                                                                                                                                                                                                                                                                                                     ELECTRICAL
                                                                                                                                                                                                                                                                                                                                     EASEMENT
                                                                         NEW DRIVEWAY CROSSOVER
                                                                           TO SERVICE LOTS 1 TO 3 IN
                                                                          ACCORDANCE WITH IPWEAQ




                                                                                                                   17.85m
                                                                                STD DWG RS-050 & 51



                                                                                                                                                                                                                            ROOFWATER
                                                                                                                                                                                                     4.1
                                                                                                                                                                                                           m                STUB TO LOT 1




                                                                                                               1.5m
                                                                                                                                                       R5                                                                                                            1 in 2 MAX




                                                                                                                                                                                     6m
                                                                                                                                                                                                                                                                     BATTER
                                                                                                                                                        R10                                                                                                          (TYPICAL)
                                                                                                                                                                                                                    12
                                                                                                                                                                                                                      .4m


                                                                      EXISTING DRIVEWAY




                                                                                                                                                                                                      m
                                                                       CROSSOVER TO BE




                                                                                                                                                                                                     7.5
                                                                      RETAINED FOR LOT 4                                                                                                                                              12
                                                                                                                                               PROPOSED SEWER                                                                           .6m
                                                                                                                                                 MAIN WITHIN 6m
                                                                                                                                                 WIDE EASEMENT
                                                                                                                                                                                                                            A
                                                                                                                                                                                                                             C                        4.1
                                                                                                                                                                                                                                C                        m
                                                                                                                                                                                                                                 E                                           PROPOSED
                                                                                                                                                                                                                                  S                                          SHARED
                                                                                                                                                                                                                                      S
                                                                                                                                                                                                                                          -                                  DRIVEWAY                                                        1 in 2 MAX
                                                                                                                                                                                                                                              M                                                                                              BATTER
                                                                                                                                                                       900x600 GRATED INLET                                                     A                                             9m WIDE EASEMENT
                                                                                                                                                                           WITH HEAVY DUTY                                                        01                                          FOR ACCESS AND
                                                                                                                                                                                                                                                                                                                                             (TYPICAL)
                                                                                                                                                                         TRAFFICABLE GRATE                                                                                                    SERVICES
                                                                                                                                                                                                               PROPOSED
                                                                                                                                         EXISTING SEWER
                                                                                                                                                                                                               ROCK WALL
                                                                                                                                         PUMPING STATION

                                                                                                                                                                                                                                                                                                                                                          BUND TO DIRECT
                                                                                                                                 EXISTING                                                                                                                                                                                                                 STORMWATER
                                                                                                                                 SEWER                                                                                                                                                                                                                    RUNOFF TO PIT 3/1




                                                                                                                                                                                                                                                                             6m
                                                                                                                                                                                                                 150mm HIGH ROLL-UP
                                                                                                                                 EASEMENT
                                                                                                                                                                                                                    KERB TO EDGE OF
                                                                                                                                                                                                                          DRIVEWAY




                                                                                                                                                                                                                                                                                                                ROOFWATER     SWALE AND BUND TO
                                                                                                                                                                                                                                                                                                                STUB TO LOT 2 DIRECT STORMWATER
                                                                                                                                                                                                                                                                                                                              RUNOFF TO PIT 3/1
                                                                                                                                                                                                                                              900x600 GRATED INLET
                                                                                                                                                                                                                                                  WITH HEAVY DUTY                                                              3m WIDE STORMWATER
                                                                                                                                                                                                                                                TRAFFICABLE GRATE                                                              DRAINAGE EASEMENT




                                                                                                                                                                                                           BUND TO DIRECT
                                                                                                                                                                                                           STORMWATER                                                                                                                                        ROOFWATER
                                                                                                                                                                                                           RUNOFF TO PIT 1/2                                            30m LONG TURFED                                                                      STUB TO LOT 3
                                                                                                                                                                                                                                                                        SWALE, MIN 300mm
                                                                                                                                                                                                                                                                        DEEP, 1 in 4 SIDES

                                                                                                                ROOFWATER STUB
                                                                                                                TO EXISTING PIT
                                                                                                                                                                                                                                                                                                                                                              900x900
                                                                                                                                                                                                                                                                                                                                                              FIELD INLET

                                                                                                                                                                                                                                                                                                                                                            STORMWATER DISCHARGE
                                                                                                                                                                                                                                                                                                                                                            TO GRASSED SWALE
                                                                                                                                                                                                                                                                                            900x900
                                                           EXISTING                                                                                                                                                                               1 in 3                                    FIELD INLET
                                                        FIELD INLET                                                                                                                                                                               BATTER                                                                              DRAINAGE
                                                                                                                                                                                                                                                  (TYPICAL)                          GRASSED SWALE TO DISCHARGE                       RESERVE
                                                                                                                                                                                                                                                                                     TO DRAINAGE RESERVE

                                                                                                                                                                                                                                                                                                                  PROJECT:                                                                         JOB NUMBER
     REV DATE DESCRIPTION                               BY    CHKD                                                             SCALE                                                       APPROVED
                                                                                                                                                                                                                                                                                                                                                                                                        2023
      A    05-06-20   ORIGINAL ISSUE                    AD      CL
      B    14-10-20   RESPONSE TO INFORMATION REQUEST   AD      CL    DATUM            AHD                                                                                                                                                                                                                                                                                                     SHEET:    8   OF   10
                                                                                                  0             5.0             10             15              20              25m
                                                                      DESIGN           AD                                                                                                 .................                                                                                                                                                                                    DRAWING NUMBER      REV
                                                                                                                                                                                                                                                                                                                  DRAWING TITLE:
                                                                      DRAWN            AD                                                                                            Director: CAMERON LANDRETH
                                                                                                                             SCALE 1:500 A3
                                                                      DESIGN CHECK      CL                                                                                                  (RPEQ 19358)                                            07 5443 8285
                                                                                                                                                                                                                                                                                                                                                                                                    R08                B
                                                                                                                                                                                                                                                    [email protected]      www.barlowshelley.com.au
                                                                                                 This drawing is not to be copied or amended without written permission from
Document Set ID: 21311509                                             DATE           JUNE 2020   Barlow Shelley Consulting Engineers                                                                                                                PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Version: 1, Version Date: 03/12/2020
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