Civil plans

                                                                            EXISTING BARRIER
                                                                            PROFILE KERB AND
                                                                                    CHANNEL




                                                                                        T
                                                                                     R
                                                                                 U
                                                                                O
                                                                                C
                                                                                                              m
                                                                                                       1.32                                                                                                                                                                                                                                                  EXISTING EARTH




                                                                          R
                                                                                                                                                                                                                                                                                                                                                             BUND TO BE




                                                                        O
                                                                                                                                                                                                                                                                                                                                                             RETAINED




                                                                      YL
                                                                                                                                                        MAINTAIN MIN 1m                                                                                                                  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
                                                                                                                                                                              7.5
                                                CROSSOVER TO BE
                                               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                                                                                                                                   STUB TO LOT 3



                                                                                         ROOFWATER STUB
                                                                                         TO EXISTING PIT                                                                                                                                                                                                                                       900x600
                                                                                                                                                                                                                                                                                                                                               FIELD INLET




                                                                                                                                                                                                                                                                                                                                                         STORMWATER DISCHARGE TO
                                                                                                                                                                                                                                                                                                                                                         EXISTING DRAINAGE RESERVE
                                    EXISTING                                                                                                                                                                                         1 in 3
                                                                                                                                                                                                                                     BATTER                                                          DRAINAGE
                                 FIELD INLET                                                                                                                                                                                                                                                         RESERVE
                                                                                                                                                                                                                                     (TYPICAL)


                                                                                                                                                                                                                                                                                          PROJECT:                                                                                   JOB NUMBER
REV DATE DESCRIPTION             BY    CHKD                                                             SCALE                                                       APPROVED                                                                                                                                                                                                           2023
 A   05-06-20   ORIGINAL ISSUE   AD      CL
                                               DATUM            AHD                                                                                                                                                                                                                                                                                                           SHEET:    8   OF    ..
                                                                            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               A
                                                                                                                                                                                                                            [email protected]      www.barlowshelley.com.au
                                                                          This drawing is not to be copied or amended without written permission from
                                               DATE           JUNE 2020   Barlow Shelley Consulting Engineers                                                                                                               PO Box 899, Maroochydore,4558 ABN 89 215 591 077