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SUPERSEDED Compiled Approved Plans for OPW20-0145 05

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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'


Document Set ID: 21753628
                  21426255
Version: 1, Version Date: 12/01/2022
                          24/03/2021
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SUPERSEDED Compiled Approved Plans for OPW20-0145 05.pdf · 73.7 MB (very large file)

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