2196 - Engineering Plans

                                                                                                                                                                                                                                                                                                                        PROPOSED
                                                                                                                                                                                                                                                                                                                        DWELLING




                                                                                                                            RP BDY
                                                                                                                                                                                      RL37.83                                                                                                                                                                                                                                                             LOW HEIGHT RETAINING
                                                                                                                                                                                                                                                                                                                                                                                                                                                           WALL IN BACKGROUND
                                                                                                              HIGHPOINT
                                                                                                              RL38.09                                                                                                                                                                                                                                                                                                                                               TOW RL37.40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RP BDY
                                                                       KERB ~IL37.84                                                                   3.4% TYP (4.0% MAX)
                                                                                                                                                                                                                                                                               FFL37.88                                                              FFL37.93


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               NSL

                                                                                                                                                                                                                                                                                                    SITE CROSS SECTION                          1
                                                                                                                                                                                                                                                                                                    SCALE 1:100                                R04




                                                                                                                                                                                                                      NEW DRIVEWAY CROSSOVER
                                                                                                                                                                                                               GRADES TO BE AS PER IPWEAQ RS-050




                                                                                                                                                                                                                                                                                           RP BDY
                                                                                                        MARGIT CRESCENT



                                                                                                                                                                                                                                                   1.8M FOOTPATH
                                                                                                                                                                                                                                                        2.5% MAX
                                                                                                                                                                                                                                                                                          5.0%
                                                                                                                                                                                                                                                                                                                                               3.4% TYP (4.0% MAX)
                                                                                                                                                                                                                                                                                                                                                                                                                                                          GARAGE FFL37.88




                                                                                                                                                                                                                                                                         DRIVEWAY CROSSOVER CROSS SECTION                                                2
                                                                                                                                                                                                                                                                         SCALE 1:50                                                                      R04
                                                                                             PIT LID TO BE BOLT-DOWN & SEALED.
                                                                                             SURROUND TO BE STRUCTURALLY
                                                                                             FIXED TO PIT WALLS.
                                                                                                                                                                                                                                                                                             GRATED COVER AND SURROUND
                                                                                                                                                SL 37.60
                                                                                                                                                                                                                                                                                                                             SL 37.50


                                                                             PRE-CAST PIT WALLS TO
                                                                             BE REINFORCED


                                                                                                          100Ø PVC                   IL 37.25              50Ø PVC
                                                                                                                                                                                                                                                                         50Ø PVC                                  IL 37.15

                                                                                                                                                                                                                                                                                                                                                                                                   PRE-CAST 900x900 STORMWATER PIT.   3m x 3m x 1m INFILTRATION PIT
                                                                                           ROOFWATER INLET TO PIT                                                                                                                                                                                                                                                                                                                     20mm-40mm SCREENINGS
                                                                                                                                                                                                                                                                                                                                                                                                   SINGLE RISER TO BE MATED TO TOP
                                                                                                                                                                                                                                                                                                                                                                                                   OF ROCK INFILTRATION PIT WITH      FULLY GEOFABRIC WRAPPED (BIDIM A34)
                                                                                                               Ø20mm ORIFICE PLATE TO                                                                                                                                                                                                                                                                                                 SURFACE AREA = 29m2
                                                                                                                                                                                                                                                                                                                                                                                                   BEDDING MORTAR.
                                                                                                               DIFFUSE, LOW FLOW OUTLET                                                                                                                                                                                                                                                                                               PERCOLATION RATE FROM GEOTECH >0.03mm/s
                                                                                                               BEHIND RETAINING WALL                                                                                                                             BEDDING MORTAR                                                                                                                                                       TOTAL INFILTRATION FLOW = 1L/s
                                                                                                                                                                                                                                                                                                                                                                             BEDDING MORTAR

                                                                                                        LOW FLOW DRAINAGE PITS
                                                                                                        NTS




                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.0m
a:\2196-no. 6 margit cres, sunrise beach\acad civil opw\2196-opw.dwg




                                                                                                                                                                                 0        0.2            0.4             0.6            0.8           1.0m
                                                                                                                                                                                                                                                                                                                                                                         3.0m

                                                                                                                                                                                                         SCALE 1:20 A3                                                                              STORMWATER INFILTRATION PIT                                3
                                                                                                                                                                                                                                                                                                    SCALE 1:20                                                 R07


                                                                                                                                                                                                                                                                                                                                                                                                          PROJECT:                                                                           JOB NUMBER
                                                                       REV DATE DESCRIPTION                                          BY         CHKD DRAWN
                                                                                                                                                         I GDETAL
                                                                                                                                                                IS                                                      SCALE                                                          APPROVED                                                                                                          PROPOSED DUAL OCCUPANCY DEVELOPMENT                                                  2196
                                                                         A    03-04-23   FOR APPROVAL                                  JL         CL                                                                                                                                                                                                                                                     AT 6 MARGIT CRESCENT, SUNRISE BEACH
                                                                                                                                                           DATUM                AHD
                                                                                                                                                                                          0             0.5             1.0            1.5            2.0               2.5m                                                                                                                             FOR SUNSHINE ENTERPRISES PTY LTD (QLD)                                   SHEET:        5    OF   10
                                                                                                                                                           DESIGN                JL
                                                                                                                                                                                                                                                                                      .................                                                                                                   DRAWING TITLE:                                                          DRAWING NUMBER           REV
                                                                                                                                                           DRAWN                 JL
                                                                                                                                                                                                                      SCALE 1:50 A3
                                                                                                                                                           DESIGN CHECK
                                                                                                                                                                                                                                                                                   Director: CAMERON LANDRETH
                                                                                                                                                                                                                                                                                                                                        p 07 5443 8285                                                   CROSS SECTIONS & DETAILS                                                            R05               A
                                                                                                                                                                                CL                                                                                                        (RPEQ 19358)
                                                                                                                                                                                          This drawing is not to be copied or amended without written permission from                                                                   e [email protected] w www.barlowshelley.com.au
                                                                                                                                                           DATE              MARCH 2023   Barlow Shelley Consulting Engineers                                                                                                           a PO Box 899 Maroochydore 4558 ABN 89 215 591 077