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SUPERSEDED Compiled Plans OPW20/0145.02

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Plans and drawings

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                                                                                                                                                                                                                                                                                   NEW
                                                                                                                                                                                                                                                                                                                                                                                                         P              5
                                                                                                                                                                                                                                                                                                                                                                                                       RC




                                                                                                                                                                                                                                                                                     DN
                                                                                                                                                                                                                                                                                                                                                                                                   0
                                                                                                                                                                                                                                                                                                                                                                                                                       20




                                                                                                                                                                                                                                                                                                                                                                   N
                                                                                                                                                                                                                                                                                                                                                                                               75




                                                                                                                                                                                                                                                                                                                                                                    E
                                                                                                                                                                                                                                                                                                  3                                                                                          DN




                                                                                                                                                                                                                                                                                                                                                                     W
                                                                                                                                                                                                                                                                                       750
                                                                                                                                                                                                                                                                    N
                                                                                                                                                                                                                                                                                                                                                                                         W




                                                                                                                                                                                                                                                                                                                                                                        FP
                                                                                                                                                                                                                                                                                                 20                                                                                  NE




                                                                                                                                                                                                                                                                     E
                                                                                                                                                                                                                                                                      W




                                                                                                                                                                                                                                                                                         RCP




                                                                                                                                                                                                                                                                                                                                                                            R
                                                                                                                                                                                                                                                                                                                                                                             L7
                                                                                                                                                                                                                                                                           FP
                                                                                                                                                                                                                                                                                                                                                                                               4




                                                                                                                                                                                                                                                                                                                                                                                .9
                                                                    C.I. CAP TO EXTEND




                                                                                                                                                                                                                                                                               R
            PROVIDE LOCKING




                                                                                                                                                                                                                                                                                                                                                                                 5
                                                                                                                                                                                                                                                                                          SW
                                                                                                                                                                                                                                                                                L7
            FUNCTION OR SECURE                                      APPROX. 150mm ABOVE                                                                                                                                                                                                                                                                                                       20




                                                                                                                                                                                                                                                                                   .9
                                                                                                                                                                                                                                                                                                                                                           SW
                                                                                                                                                                                                                                                                                                                                 NEW DN750 RCP




                                                                                                                                                                                                                                                                                    5
            CAP WITH SCREWS                                         BASIN SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                   FOR ROAD C BIORETENTION
                                                                                                                                                                                                                                                                                                                                                                                                                   BASIN AREA=9.0m2

                                                                        SUBSOIL DRAIN CLEANOUT - PVC PIPE                                                                                                                               FOR ROAD C BIORETENTION
                                                                        (NON SLOTTED) AND CONNECTOR                                                                                                                                            BASIN AREA=9.0m2                                                                  NEW ROAD C
                   135° BEND, REFER NOTE                                                                                                                                                                                                                                                                                                                                                                           PROVIDE SCOUR PROTECTION TO KERB BREAK
                                                                        CLEANOUTS AT HEAD OF SUBSOIL
                   BELOW.                                                                                                                                                                                                                                                                                                                                                                                          OUTS & AS PER DETAIL ON PLAN 1856-SW19
                                                                        DRAIN

                                                                                                                                                                                                                        PROVIDE SCOUR PROTECTION TO KERB BREAK                                                                PROVIDE BARRIER KERB (B1 TYPE) WITH
                                                                                                                                                                                                                           OUTS & AS PER DETAIL ON PLAN 1856-SW19                                                             CUT-OUT AS SHOWN ON PLAN
                                                                                                                                                                                                                                                                                                                              1856-SW19
                                                                                                                                                                                                                                                                                                                                                                                                                     H
                                                                                                                                                                                                                                                                                                                                                                                                                    SW26


                        CLEANOUT POINT DETAILS                                                                                                                                                                                                               H
                        NOT TO SCALE                                                                                                                                                                                                                         SW26
                        UNDER-DRAIN: SLOTTED RIGID PIPE TO AS2439.1 OR




                                                                                                                                                                                                                                                                                                                                                                                     5
                                                                                                                                                                                                                                                                                                                                                                                    .0
                        APPROVED EQUIVALENT, 0.5% MIN. GRADE. DIA TYPICALLY




                                                                                                                                                                                                                                                                                                                                                                                 L8
                                                                                                                                                                                                                                                                                         5




                                                                                                                                                                                                                                                                                                                                                                                R
                        100-150Ø U.N.O.




                                                                                                                                                                                                                                                                                        .0




                                                                                                                                                                                                                                                                                                                                                                            FP
                                                                                                                                                                                                                                                                                    L8
                        PIPE JOINTS SHALL BE GLUED USING PLUMBING CEMENT.




                                                                                                                                                                                                                                                                                   R




                                                                                                                                                                                                                                                                                                                                                                         W
                        FILTER SOCKS NOT TO BE USED. UNDER-DRAINAGE PIPES




                                                                                                                                                                                                                                                                               FP




                                                                                                                                                                                                                                                                                                                                                                        E
                                                                                                                                                                                                                                                                                                                                                                       N
                        SHALL BE SEALED INTO PITS USING GROUT OR APPROVED




                                                                                                                                                                                                                                                                           W
                                                                                                                                                                                                                                                                           E
                        WATERTIGHT SEAL.




                                                                                                                                                                                                                                                                        N
                                        TEMPORARY TURF



     50mm TOP SOIL

     GOETEXTILE FABRIC
     WRAPPED OVER COMPLETE                                                                                                                                                                                                                                                                                 STORMWATER BIORETENTION BASIN - DETAIL PLAN
     FILTER MEDIA
                                                                                                                                                                                                                                                                                                                                                                     SCALE 1:250 (A3)
     BIORETENTION BASIN
     REFER TO TYPICAL
     CROSS SECTION.



                                                                                                                                                                                                                                                                                                                                                                                 NOOSA COUNCIL
                                                      TEMPORARY COVER DETAIL
                                                      NOT TO SCALE                                                                                                                                                                                                                                                                                                               APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                             OPW20/0145.02 18 MAR 2021

                                                                                                                       0.35m                                                                     7.5m                                                               7.5m                                                                    0.35m
                                                                                                                                                                                                                                                                                                                                               0.3m              REFER TO KERB OPENING
                                                                                                                  0.3m                                                                                                                                                                                                                                           DETAIL ON PLAN 1856-SW19
                                                                                   REFER TO KERB OPENING
                                                                                  DETAIL ON PLAN 1856-SW19


                                                                                    2.5%                                                                                                                     -3%                                                           -3%                                                                                           2.5%                               1:-4
                                                                  1:-4                                                                                                                                                                                                                                                                                     BIO BASIN RL7.59
                                                                      NEW ELECTRICAL BIO BASIN RL7.59                                                                                                                                                                                                                                                                    NEW WATERMAIN (OD180)
                                                                                                                                 1.0m




                                                                                                                                                                                                                                                                                                                                   1.0m
                                                                                                                                             0.18m EXTENDED DETENTION




                                                                                                                                                                                                                                                                                                   0.18m EXTENDED DETENTION
                                                                                                        IL6.59                                                                                                                                                                                                                                          IL6.59




                                                                                                                                                                                                                                                                                                                                                   SW
                                                                                                                            SW
                                                                                                                       SW




                                                                                                                                                                                                                                                                                                                                              SW
                                                                                                                       1m
                                                                                                                                                                                                                                                                                                                                              1m



                                                                                                                                                                                                                                                                                                                                                                                                                                           Datum 4
                                                                                                                                                                                                                                                                                                                                                                                                                                        Centreline R.L.8.406
                                                                                                                                                                                       STORMWATER BIORETENTION BASIN - SECTION H
                                                                                                                                                                                                                             SCALE 1:10 (A3)

                                                                                                                                                                                                                                                                                                                                          PROJECT:                                                                                               JOB NUMBER
REV DATE DESCRIPTION                                                    BY     CHKD                                                                           SCALE                                          APPROVED                                                                                                                 PROPOSED SUBDIVISION                                                                                            1856
 A      13-09-19     FOR APPROVAL                                        MM     CL                                                                                                                                                                                                                                                    AT NOOSA CIVIC, WALTER HAY DRIVE
 B      24-08-20     REVISED STORMWATER ALIGNMENT                        MM     CL    DATUM              AHD                                                                                                                                                                                                                                                                                                                                 SHEET:   26   OF   30
                                                                                                                   0               2.5                                  5   7.5   10            12.5m                                                                                                                                 FOR STOCKWELL PTY LTD
 C
 D
        21-09-20
        16/10/20
                     REVISED FOR NOOSA COUNCIL DRAFT CONDITIONS
                     REVISED AS PER COUNCIL RFI [29/09/20]
                                                                         MM
                                                                         MM
                                                                                CL
                                                                                CL
                                                                                      DESIGN            MM                                                                                                  .................                                                                                                                                                                                                                DRAWING NUMBER      REV
                                                                                                                                                                                                                                                                                                                                          DRAWING TITLE:
                                                                                      DRAWN             MM                                                                                              Director: CAMERON LANDRETH
 E      26-11-20     REVISED AS PER COUNCIL RFI [5-11-20]                MM     CL                                                                                                                                                                    p 07 5443 8285
 F     10-12-2020    AMENDED LINE 24 BIO BASIN MINOR CHANGES             DTB    DTB   DESIGN CHECK
                                                                                                                                                              SCALE 1:250 A3
                                                                                                                                                                                                              (RPEQ 19358)
                                                                                                                                                                                                                                                                                     ABN 89 215 591 077
                                                                                                                                                                                                                                                      e [email protected] w www.barlowshelley.com.au
                                                                                                                                                                                                                                                                                                                                      TREE PIT LAYOUT & DETAIL PLAN                                                                           SW26                   F
                                                                                                         CL

                                                                                      DATE             13-09-19
                                                                                                                  This drawing is not to be copied or amended without written permission from
                                                                                                                  Barlow Shelley Consulting Engineers
                                                                                                                                                                                                                                                      a PO Box 899, Maroochydore,4558                                                 SHEET 2 OF 2 'ROAD C'
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