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Attachment 4 - Stormwater Plans 1856-SW01_SW07 REV_J · RAL18/0023

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Plans and drawings: the text below has words only, no drawings.

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                                                                                                             RIVE
                                                                                                ANN D
                                                                                       HOFM
                                                                                                                                                                                                                                                 LOT 9




                                     DB
                                                                                                                                                                                                                                                                                                                                                                  E
                                                                                                                                                                                                                                                                                                                                                               IV
                                                                                                                                                                                                                                                                                                                                                              R




                                   ROA
                                                                                                                                                                                                                                                                                                                                                             D
                                                                                                                                                                                                                                                                                                                                                         Y
                                                                                                                                                                                                   RO                                                                                                                                                A
                                                                                                                                                                                                                                                                                                                                                    H
                                                                                                                                                                                                      AD                                                                                                                                       ER
                                                                                                                                                                                                            A                                                                                                                                LT
                                                                                                                                                                                                                                                                                                                                         A
                                                                                                                                                                                                                                                                                                                                        W


                                                                  LOT 16

                                                                                                                                                                                    SWALE 20m


                                                                                                                                                                                         BIO-RETENTION




                                                                                                                B
                                                                                                          AD                                                                           LOT 10
                                                                                                     RO




                       LOT 13
                                                                                                                 LOT 11




                                                             LOT 12



                                                                                                                                                                                                                                           E
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                                                                                                                                                                                                                                     D
                                                                                                                                                                                                                                 Y
                                                                                                                                                                                                                             A
                                                                                                                                                                                                                            H
                                                                                                                                                                                                                       ER
                           BIO-RETENTION                                                                                                                                                                             LT
                                                                                                                                                                                                                 A
                                                                                                                                                                                                                W

                    OUTLET SCOUR
                   PROTECTION TO
                     QUDM SPECS.




                                                                                                                                                                                                                                                                                                                            LEGEND - EXISTING SERVICES
                                                                                                                                                                                                                                                                                                                                                    EXISTING SEWER DN225 uPVC SN8
                                                                                                                                                                                                                                                                                                                                                    EXISTING SEWER DN150 uPVC SN8
                                                                                                                                                 DRIVEWAY FOR TABLE DRAIN
                                                                                                                                                                                                                                                                                                                                                    EXISTING DN150 OPVC PN16 WATERMAIN
                                                         COVENANT                                                                                                                                                                                                                                                                                   EXISTING DN250 DI PN35 WATERMAIN
                                                                                                                                                                                                                                                                                                                                                    EXISTING DN610 WATERMAIN

                                                                                                                                                                                                                                                                                                                            LEGEND - NEW WORKS EXTENT
                                                                                                                                                                                                                                                                                                                                                    STORMWATER DRAINAGE

                                                                                                                                                                                                                                                                                                                                                    EXTENT OF AC SEAL

                                                                                                                                                                                                                                                                                                                                                    KERB & CHANNEL (B1 TYPE 450mm CHANNEL)

                                                                                                                                                                                                                                                                                                                                                    EXTENT OF 2m WIDE CONCRETE FOOTPATH


                                                                                                                                                                                                                                                                                                                                                    EXTENT OF COMMERICAL DRIVEWAY
                                                                                                                IVE
                                                                                                            DR




                                                                                                                                                                                                                                                                                                                                                    ROAD CENTRELINE
                                                                                                           Y
                                                                                                        HA




                                                                                                                                                                                                                                                                                                           PROJECT:                                                             JOB NUMBER
                                                                                                    ER




REV DATE DESCRIPTION                                BY    CHKD                                                           SCALE                                                      APPROVED
                                                                                                                                                                                                                                                                                                                                                                                    1856
                                                                                                    T
                                                                                                 AL




 J    02-12-19    REVISED FOR COMMENT               MM      CL
                                                                                 AHD
                                                                                                W




                                                                 DATUM                                                                                                                                                                                                                                                                                                     SHEET:        OF
 B
 C
      16-07-19
      13-08-19
                  REVISED FOR INFORMATION REQUEST
                  REVISED DRIVEWAYS & PATHWAYS
                                                    MM
                                                    JP
                                                            CL
                                                            CL   DESIGN          MM
                                                                                            0              10             20             30              40              50m      .................                                                                                                                                                                                  1        7


 D    28-08-19    REVISED ADDED LINK ROAD           MM      CL                                                                                                                 Director: CAMERON LANDRETH                                                                                                  DRAWING TITLE:                                                  DRAWING NUMBER         REV
                                                                 DRAWN           MM
 E    25-09-19    UPDATE SW                         CL      CL                                                                                                                           (RPEQ 19358)
                                                                                                                       SCALE 1:1000 A3
 F    1/11/19     REVISED FOR COUNCIL RFI           MM      CL   DESIGN CHECK     CL
                                                                                                                                                                               DRAWING STATUS
                                                                                                                                                                                                                                               07 5443 8285
                                                                                                                                                                                                                                                                                                                                                                               SW01                J
 G    1/11/19     REVISED FOR COUNCIL RFI           MM      CL                                                                                                                                                                                 [email protected]      www.barlowshelley.com.au
                                                                                           This drawing is not to be copied or amended without written permission from
                                                                 DATE           21-02-19                                                                                             FOR APPROVAL
 H   21-11-2019   DRAFT FOR COMMENT ONLY            MM      CL                             Barlow Shelley Consulting Engineers                                                                                                                 PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Full text of the other 6 pages

Page 2

                                                                                                             BIO-RETENTION                                                                                                                                                                                                                                              CATCHMENT 3659m2

                                                                                                                                             LOT 4

                                                                                                        KERB ADAPTOR INLETS
                                                                                                        TO BIO-RETENTION
                                                                                                        BASIN - TYPICAL




                                                                                                                                                                                                                LOT 6
                                                                                                                                                                 LOT 5




                                                                                                   H
                                                                                                    O
                                                                                                     FM
                                                                                                       A
                                                                                                        N
                                                                                                                                                                                                                                  BIO-RETENTION




                                                                                                         N
                                                                                                             D
                                                                                       2                                                                                                                                                                                                                                                                        LOT 8




                                                                                                               R
                                                                     CATCHMENT 1102m
                                                                                                                                                                           CATCHMENT 2247m2




                                                                                                                IV
                                                                                                                  E
                                                                      LOT 15

                                                                                                                                                                                                                                                                                                                   BIO-RETENTION




                                                                                                                                                                                                                          RIVE
                                                                                                                                                                                                                    ANN D
                           BIO-RETENTION                                                                                                                                                                     HOFM
                                                                                CATCHMENT 4060m2                                                                                                                                                                                                                                                        LOT 9



                                                                                                              B
                                                                                                              D                                                                                                                                                                                                                          CATCHMENT 2680m2
                                                                                                          ROA
           OUTLET SCOUR
          PROTECTION TO                                                                                                                                                                                                                                                                                       RO
            QUDM SPECS.                                                                                                                                                                                                                                                                                         AD
                                                                                                                                                                                                                              2                                                                                      A                                                    DISCHARGE INTO EXISTING
                                                                                                                                                                                                             CATCHMENT 1332m                                                                                                                                                STORMWATER NETWORK



                                                                                                                                                                                 LOT 16

                                                                                                                                                                                                                                                                                   SWALE 20m
                                                                    LOT 14


                                                                                                                                                                                                                                                                                                                                               BIO-RETENTION




                                                                                                                                                                                                                              B
                                                                                                                                                                                                                         AD                                                             LOT 10
                                                                                                                                                                                                                      RO




                                     BIO-RETENTION



                                                                                                                                                                      CATCHMENT 3652m2                                                                                                                                                                  LEGEND - NEW WORKS EXTENT
                                 OUTLET SCOUR                                                      LOT 13
                                                                                                                                                                                                                              LOT 11
                                PROTECTION TO                                                                                                                                                                                                                                                                                                                                STORMWATER DRAINAGE
                                  QUDM SPECS.
                                                                                                                                                                                                                                                                                                                                                                            EXTENT OF AC SEAL
                                                    BIO-RETENTION
                                                                                                                                                                                                                                                                                                                                                                            KERB & CHANNEL (B1 TYPE 450mm CHANNEL)
                                                                                                                                                                       LOT 12
                                                                                                                                                                                                                                                                                                                                                                            EXTENT OF 2m WIDE CONCRETE FOOTPATH


                                                                                                                                                                                                                                                                                                                                                    E                       EXTENT OF COMMERICAL DRIVEWAY
                                                                                                                                                                                                                                                                                                                                               IV
                                                                                                                                                                                                                                                                                                                                            R
                                                                                                                                                                                                                                                                                                                                           D
                                                                                                                                                                                                                                                                                                                                      AY
                                                                                                                                                                                                                                                                                                                                     H
                                                                                                                                                                                                                                                                                                                                ER
                                                                                                                                                                                                                                                                                                                            A LT
                                                                                                                                                                                                                                                                                                                                                                            ROAD CENTRELINE
                                                                                                                                                                                                                                                                                                                           W

                                                                                                                                                                                                                                                                                                                         PROJECT:                                                                       JOB NUMBER
REV DATE DESCRIPTION                                           BY    CHKD                                                             SCALE                                                      APPROVED
                                                                                                                                                                                                                                                                                                                                                                                                             1856
 J    02-12-19    REVISED FOR COMMENT                          MM     CL
                                                                             DATUM           AHD                                                                                                                                                                                                                                                                                                    SHEET:        OF
 B
 C
      16-07-19
      13-08-19
                  REVISED FOR INFORMATION REQUEST
                  REVISED DRIVEWAYS & PATHWAYS
                                                               MM
                                                               JP
                                                                      CL
                                                                      CL     DESIGN          MM
                                                                                                         0              10             20             30              40              50m      .................                                                                                                                                                                                              2        7


 D    28-08-19    REVISED ADDED LINK ROAD                      MM     CL                                                                                                                    Director: CAMERON LANDRETH                                                                                               DRAWING TITLE:                                                                 DRAWING NUMBER         REV
                                                                             DRAWN           MM
 E    25-09-19    UPDATE SW                                    CL     CL                                                                                                                              (RPEQ 19358)
                                                                                                                                    SCALE 1:1000 A3
 F    1/11/19     REVISED FOR COUNCIL RFI                      MM     CL     DESIGN CHECK     CL
                                                                                                                                                                                            DRAWING STATUS
                                                                                                                                                                                                                                                  07 5443 8285
                                                                                                                                                                                                                                                                                                                                                                                                     SW02                   J
 G    1/11/19     REVISED FOR COUNCIL RFI                      MM     CL                                                                                                                                                                          [email protected]      www.barlowshelley.com.au
                                                                                                        This drawing is not to be copied or amended without written permission from
                                                                             DATE           21-02-19                                                                                              FOR APPROVAL
 H   21-11-2019   DRAFT FOR COMMENT ONLY                       MM     CL                                Barlow Shelley Consulting Engineers                                                                                                       PO Box 899, Maroochydore,4558 ABN 89 215 591 077

Page 3

                                                                                                                                                  LOT 21




                                                                                     HO
                                                                                       FM
                                                                                         AN
                                                                                         N
                                                                                              DR
                                                                                                IV
                                                                                                E
                                                                                                                                                                                LOT 19


                                                                                                                                                                        REFER TO TYPICAL TURFED
                                                                                                                                                                        SWALE DETAIL ON SW07




                                                                                                                                                                                                                       LOT 18




                                                                                                                                                                                                                                                             LOT 17




                                                                                                                                                                                                                                 H
                                                                                                                                                                                                                                  O
                                                                                                                                                                                                                                     FM
                                                                                                                                                                                                                                       A
                                                                                                                                                                                                                                          N
                                                                                                                                                                                                                                           N
                                                                                                                                                                                                                                               D
                                                                                                                                                                                                                                                R
     LEGEND - NEW WORKS EXTENT                                                                                                                                                                                                                     IV
                                                                                                                                                                                                                                                     E
                                                     STORMWATER DRAINAGE

                                                     EXTENT OF AC SEAL

                                                     KERB & CHANNEL (B1 TYPE 450mm CHANNEL)

                                                     EXTENT OF 2m WIDE CONCRETE FOOTPATH

                                                                                                                                                                                                                                                                                                                     BIO-RETENTION
                                                     EXTENT OF COMMERICAL DRIVEWAY

                                                                                                                                                                                                                                                                                                                                      LOT 4


                                                     ROAD CENTRELINE

                                                                                                                                                                                                                                                                                                                           PROJECT:               JOB NUMBER
REV DATE DESCRIPTION                                            BY     CHKD                                                                   SCALE                                                      APPROVED
                                                                                                                                                                                                                                                                                                                                                       1856
 J     02-12-19    REVISED FOR COMMENT                           MM      CL
                                                                              DATUM                   AHD                                                                                                                                                                                                                                     SHEET:        OF
 B
 C
       16-07-19
       13-08-19
                   REVISED FOR INFORMATION REQUEST
                   REVISED DRIVEWAYS & PATHWAYS
                                                                 MM
                                                                 JP
                                                                         CL
                                                                         CL   DESIGN                  MM
                                                                                                                 0              10             20             30              40              50m      .................                                                                                                                                3        7


 D     28-08-19    REVISED ADDED LINK ROAD                       MM      CL                                                                                                                         Director: CAMERON LANDRETH                                                                                             DRAWING TITLE:     DRAWING NUMBER         REV
                                                                              DRAWN                   MM
 E     25-09-19    UPDATE SW                                     CL      CL                                                                                                                                   (RPEQ 19358)
                                                                                                                                            SCALE 1:1000 A3
 F     1/11/19     REVISED FOR COUNCIL RFI                       MM      CL   DESIGN CHECK             CL
                                                                                                                                                                                                    DRAWING STATUS
                                                                                                                                                                                                                                                         07 5443 8285
                                                                                                                                                                                                                                                                                                                                               SW03                   J
 G     1/11/19     REVISED FOR COUNCIL RFI                       MM      CL                                                                                                                                                                              [email protected]      www.barlowshelley.com.au
                                                                                                                This drawing is not to be copied or amended without written permission from
                                                                              DATE                   21-02-19                                                                                             FOR APPROVAL
 H    21-11-2019   DRAFT FOR COMMENT ONLY                        MM      CL                                     Barlow Shelley Consulting Engineers                                                                                                      PO Box 899, Maroochydore,4558 ABN 89 215 591 077

Page 4

                                                                                                                                                                                                           OUTLET




                                                                             OUTLET



                                                                                                                                                                                                                                       D
                                                                                                                                                                                                                                  R  OA
                                                                                                                                                                                                                               ED
                                                                                                                                                                                                                         -N AM
                                                                                                                                                                                                                       UN




                                                                                                                                                                                                                                 CATCHMENT 2419m2

                                                                                                                  BIORETENTION




                                                                                                                                                                                                                                                                                                                                       E
                                                                                                                                                                                                                                                                                                                                 Y DRIV
                                                                                                                                                                                                                                                                                                                            ER HA
                                                                                                                                                                                                                                                                                                                        WALT
                                                                                                                                                                                                                    NEW STORMWATER
                                                                                                                                                                                                                    CATCH PIT
                                                                                                                           NEW STORMWATER
                                                                                                                                  CATCH PIT




                                                                                    LOT 3
                                                                                                                                                                                                            CATCHMENT 2368m2
                                                                                    4.004 Ha




     LEGEND - NEW WORKS EXTENT
                                                STORMWATER DRAINAGE

                                                EXTENT OF AC SEAL

                                                KERB & CHANNEL (B1 TYPE 450mm CHANNEL)                                                                                                                                LOT 7
                                                                                                                                                                                                                      2.963 Ha
                                                EXTENT OF 2m WIDE CONCRETE FOOTPATH


                                                EXTENT OF COMMERICAL DRIVEWAY
                                                                                                                                                                                    CATCHMENT 3659m2




                                                                                                                                                                                                                                                                                                               E
                                                                                                                                                                                                                                                                                                           Y DRIV
                                                ROAD CENTRELINE




                                                                                                                                                                                                                                                                                                         ER HA
                                                                                                                                                                                                                                                                                                       PROJECT:                                JOB NUMBER
REV DATE DESCRIPTION                                        BY      CHKD                                                            SCALE                                                      APPROVED
                                                                                                                                                                                                                                                                                                                                                    1856




                                                                                                                                                                                                                                                                                                        WALT
 J    02-12-19   REVISED FOR COMMENT                         MM      CL
                                                                           DATUM               AHD                                                                                                                                                                                                                                         SHEET:        OF
 B
 C
      16-07-19
      13-08-19
                 REVISED FOR INFORMATION REQUEST
                 REVISED DRIVEWAYS & PATHWAYS
                                                             MM
                                                             JP
                                                                     CL
                                                                     CL    DESIGN              MM
                                                                                                       0              10             20             30              40              50m      .................                                                                                                                                       4        7


 D    28-08-19   REVISED ADDED LINK ROAD                     MM      CL                                                                                                                   Director: CAMERON LANDRETH                                                                                   DRAWING TITLE:                      DRAWING NUMBER         REV
                                                                           DRAWN               MM
 E    25-09-19   UPDATE SW                                   CL      CL                                                                                                                             (RPEQ 19358)
                                                                                                                                  SCALE 1:1000 A3
                                                                           DESIGN CHECK        CL
                                                                                                                                                                                          DRAWING STATUS
                                                                                                                                                                                                                                           07 5443 8285
                                                                                                                                                                                                                                                                                                                                            SW04                   J
 G     1/11/19   REVISED FOR COUNCIL RFI                     MM      CL                                                                                                                                                                    [email protected]      www.barlowshelley.com.au
                                                                                                      This drawing is not to be copied or amended without written permission from
                                                                           DATE            21-02-19                                                                                             FOR APPROVAL
                                                                                                      Barlow Shelley Consulting Engineers                                                                                                  PO Box 899, Maroochydore,4558 ABN 89 215 591 077

Page 5

                                                                                                                                                                                                       LOT 23
                                                                                                                                                                                                       2.61 Ha




                                                                                                                                                   W
                                                                                                                                                       AL
                                                                                                                                                           TE
                                                                                                                                                                R
                                                                                                                                                                    HA
                                                                                                                                                                         Y
                                                                                                                                                                              DR
                                                                                                                                                                                    IV
                                                                                                                                                                                      E




                                                                                                                                                                                          OUTLET                  OUTLET

                                                                                            LOT 2


                                                                                                                                                                                                                                                                                                        LEGEND - NEW WORKS EXTENT
                                                  U
                                                  N
                                                       -N
                                                        AM




                                                                                                                                                                                                                                                                                                                        STORMWATER DRAINAGE
                                                            ED
                                                              R




                                                                                                                                                                                                                                                                                                                        EXTENT OF AC SEAL
                                                                  O
                                                                  AD




                                                                                                                                                                                                                                                                                                                        KERB & CHANNEL (B1 TYPE 450mm CHANNEL)

                                                                                                                                                                                                                                                                                                                        EXTENT OF 2m WIDE CONCRETE FOOTPATH


                                                                                                                                                                                                                                                                                                                        EXTENT OF COMMERICAL DRIVEWAY




                                                                                                                                                                                                                                                                                                                        ROAD CENTRELINE

                                                                                                                                                                                                                                                                                       PROJECT:                                                   JOB NUMBER
REV DATE DESCRIPTION                              BY        CHKD                                                              SCALE                                                        APPROVED
                                                                                                                                                                                                                                                                                                                                                       1856
 J   02-12-19   REVISED FOR COMMENT               MM         CL
                                                                      DATUM           AHD                                                                                                                                                                                                                                                     SHEET:        OF
 B
 C
     16-07-19
     13-08-19
                REVISED FOR INFORMATION REQUEST
                REVISED DRIVEWAYS & PATHWAYS
                                                  MM
                                                  JP
                                                             CL
                                                             CL       DESIGN          MM
                                                                                                 0              10             20             30              40              50m         .................                                                                                                                                             5        7


 D   28-08-19   REVISED ADDED LINK ROAD           MM         CL                                                                                                                      Director: CAMERON LANDRETH                                                                        DRAWING TITLE:                                         DRAWING NUMBER         REV
                                                                      DRAWN           MM
 E   25-09-19   UPDATE SW                         CL         CL                                                                                                                                (RPEQ 19358)
                                                                                                                            SCALE 1:1000 A3
 F   1/11/19    REVISED FOR COUNCIL RFI           MM         CL       DESIGN CHECK     CL
                                                                                                                                                                                     DRAWING STATUS
                                                                                                                                                                                                                           07 5443 8285
                                                                                                                                                                                                                                                                                                                                               SW05                   J
 G   1/11/19    REVISED FOR COUNCIL RFI           MM         CL                                                                                                                                                            [email protected]      www.barlowshelley.com.au
                                                                                                This drawing is not to be copied or amended without written permission from
                                                                      DATE           21-02-19                                                                                               FOR APPROVAL
                                                                                                Barlow Shelley Consulting Engineers                                                                                        PO Box 899, Maroochydore,4558 ABN 89 215 591 077

Page 6

                                                                                     EE
                                                                                       NI
                                                                                            E
                                                                                                CR
                                                                                                  EE
                                                                                                      K
                                                                                                          RO
                                                                                                             AD




                                                                                                                                                                                                                                                                                                EE
                                                                                                                                                                 LOT 22                                                                                                                           NI
                                                                                                                                                                                                                                                                                                    E
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                                                                                                                                                                                                                                                                                                          EE
                                                                                                                                                                                                                                                                                                             K
                                                                                                                                                                                                                                                                                                                 RO
                                                                                                                                                                                                                                                                                                                    A D


                                                             DRIVE


                                        NN
                               F   MA
                            HO



       NN
   FMA
HO




                                                                                                                                                                              UN
                                                                                                                                                                                -N
                                                                                                                                                                                        AM
                                                                                                                                                                                                ED
                                                                                                                                                                                                      RO
                                                                                                                                                                                                         AD


                                                                                                                                                                                                                                                                                                                          LEGEND - NEW WORKS EXTENT
                                                                                                                                                                                                                                                                                                                                          STORMWATER DRAINAGE

                                                                                                                                                                                                                                                                                                                                          EXTENT OF AC SEAL

                                                                                                                                                                                                                                                                                                                                          KERB & CHANNEL (B1 TYPE 450mm CHANNEL)

                                                                                                                                                                                                                                                                                                                                          EXTENT OF 2m WIDE CONCRETE FOOTPATH


                                                                                                                                                                                                                                                                                                                                          EXTENT OF COMMERICAL DRIVEWAY




                                                                                                                                                                                                                                                                                                                                          ROAD CENTRELINE

                                                                                                                                                                                                                                                                                                     PROJECT:                                                       JOB NUMBER
         REV DATE DESCRIPTION                                  BY    CHKD                                                                       SCALE                                                         APPROVED
                                                                                                                                                                                                                                                                                                                                                                         1856
            J   02-12-19   REVISED FOR COMMENT                 MM     CL
                                                                            DATUM                      AHD                                                                                                                                                                                                                                                      SHEET:        OF
            B
            C
                16-07-19
                13-08-19
                           REVISED FOR INFORMATION REQUEST
                           REVISED DRIVEWAYS & PATHWAYS
                                                               MM
                                                               JP
                                                                      CL
                                                                      CL    DESIGN                    MM
                                                                                                                   0             5.0             10             15              20              25m       .................                                                                                                                                               6        7


            D   28-08-19   REVISED ADDED LINK ROAD             MM     CL                                                                                                                               Director: CAMERON LANDRETH                                                                    DRAWING TITLE:                                             DRAWING NUMBER         REV
                                                                            DRAWN                     MM
            E   25-09-19   UPDATE SW                           CL     CL                                                                                                                                         (RPEQ 19358)
                                                                                                                                              SCALE 1:500 A3
            F   1/11/19    REVISED FOR COUNCIL RFI             MM     CL    DESIGN CHECK               CL
                                                                                                                                                                                                       DRAWING STATUS
                                                                                                                                                                                                                                    07 5443 8285
                                                                                                                                                                                                                                                                                                                                                                 SW06                   J
            G   1/11/19    REVISED FOR COUNCIL RFI             MM     CL                                                                                                                                                            [email protected]      www.barlowshelley.com.au
                                                                                                                  This drawing is not to be copied or amended without written permission from
                                                                            DATE                     21-02-19                                                                                                 FOR APPROVAL
                                                                                                                  Barlow Shelley Consulting Engineers                                                                               PO Box 899, Maroochydore,4558 ABN 89 215 591 077

Page 7

                                                                                                         BDY
                                                                                                                                                  4.00m

                                                                                                               1.00m               2.00m                         2.00m

                                                                                          <2.5%
                                                                                                                                      1:2                           1:2




                                                                        TYPICAL TURFED SWALE DETAIL
                                                                        NOT TO SCALE




                                                                         1.5m                     2.0m                             1.0m


                                                                                                                                                                                                                                                                                                       TEMPORARY TURF
                                                                                                                          RL = + 500MM FROM
                                                                                                                          FILTER MATERIAL


                                                                                                                                                                                                                                                                                 50mm TOP SOIL
                                                                                                                0.15
                                                           1:3                                                  MIN
                                                                                                                                                   1:2
                                                                                                                                                                                                                                                                                GOETEXTILE FABRIC
                                                                                                                                                                                                                                                                                WRAPPED OVER COMPLETE
                                                                                                                                                                                                                                                                                FILTER MEDIA

                                                  TEMPORARY TURF OVER 50mm SOIL                                                                                                                                                                                                 BIORETENTION BASIN
                                                  AND GOETEXTILE LAYER' REFER TO                                             FUTURE MACROPHYTE PLANTING                                                                                                                         REFER TO TYPICAL
                                                  DETAIL A                                                                   TO SUIT GROUND CONDITIONS                                                                                                                          CROSS SECTION.
                                                                                                                             WITH MULCH LAYER (REFER
                                                                                                                             LANDSCAPING DRAWINGS)
                                                             DRAINAGE PIPES
                                                                                                                                                                                                                                                                                                        BIORETENTION DETAIL
                                                                             POLY LINER                                                                                                                                                                                                                 NOT TO SCALE


                                                                       BIO-RETENTION - TYPICAL SECTION
                                                                       NOT TO SCALE


                                                                                                                                                                                                                                       FILTER CLOTH OR ORGANIC GEOTEXTILE MATTING FIXED TO
                                                                                                                                                                                                                                       PERIMETER OF WALLS TO AVOID RUNNELLING OF WATER
                                                                                                                                                                                                                                       BETWEEN PIT AND SOIL INTERFACE. 300 WIDE, 100 COVER.                             FIELD INLET PIT TYPE 1
                                                                                                                                                                                                                                                                                                                        WITHOUT CONCRETE
                                                                                                                                                                                                                                      C.I. CAP TO EXTEND                    FUTURE PLANTING TO                          APRON (IPWEA STD DWG
                                                                                                                                                                  PROPOSED EDGE                                                       APPROX. 150mm ABOVE                   LANDSCAPE PLANS                             D-0050
                                                                                                                                                                  RESTRAINT (ER2 TYPE)                                                BASIN SURFACE                                                                                 OVERFLOW PIT 300mm
                                                                                                                                                                                                                                                                                                                                    ABOVE BIORETENTION FSL
                                                                                                                                                                                                                                                                                                                                    MEDIA LEVEL      TEMPORARY TURF
                                                                                                                                                                                                                                                 1:2                                                                                                 AND TOP SOIL     1:2



                                      3%>                                                                                                                                                      <3%
                                                                                                                                                                                                                                  BIORETENTION 600




                                                                                                                                                                                                                                                                                                                 100
                                                                 1:4                                                                                                                                                              FILTER MEDIA
                                                                                                                             1:4

                                                                                                                                                                                                                                  COARSE SAND 100
                                                                                                                                                                                                                                  5-10mm GRAVEL 200


                                                                                                                                                                                                                                                                                      PVC DRAINS CONNECT                  PVC OUT
                                                                                                                                                                                                                                                                                      INTO GRATED PIT.
                                                         SWALE - TYPICAL SECTION                                                                                                                                                                                                      GRADE AT 0.5%
                                                                                           NOT TO SCALE                                          CONCRETE VEE 300mm                                                                                              TYPICAL BIORETENTION SCHEMATIC AND DETAILS
                                                                                                                                                 WIDE
                                                                                                                                                                                                                                                                 NOT TO SCALE



                                                                                                                                                                                                                                                                                                     PROJECT:                                                                   JOB NUMBER
REV DATE DESCRIPTION                                       BY      CHKD                                                                        SCALE                                                      APPROVED
                                                                                                                                                                                                                                                                                                                                                                                     1856
 J   02-12-19   REVISED FOR COMMENT                        MM           CL
                                                                                DATUM              AHD                                                                                                                                                                                                                                                                      SHEET:        OF
 B
 C
     16-07-19
     13-08-19
                REVISED FOR INFORMATION REQUEST
                REVISED DRIVEWAYS & PATHWAYS
                                                           MM
                                                            JP
                                                                        CL
                                                                        CL      DESIGN             MM
                                                                                                                  0             5.0             10             15              20              25m      .................                                                                                                                                                             7        7


 D   28-08-19   REVISED ADDED LINK ROAD                    MM           CL                                                                                                                           Director: CAMERON LANDRETH                                                                      DRAWING TITLE:                                                         DRAWING NUMBER         REV
                                                                                DRAWN              MM
 E   25-09-19   UPDATE SW                                  CL           CL                                                                                                                                     (RPEQ 19358)
                                                                                                                                             SCALE 1:500 A3
 F   1/11/19    REVISED FOR COUNCIL RFI                    MM           CL      DESIGN CHECK        CL
                                                                                                                                                                                                     DRAWING STATUS
                                                                                                                                                                                                                                        07 5443 8285
                                                                                                                                                                                                                                                                                                                                                                             SW07                   J
 G   1/11/19    REVISED FOR COUNCIL RFI                    MM           CL                                                                                                                                                              [email protected]      www.barlowshelley.com.au
                                                                                                                 This drawing is not to be copied or amended without written permission from
                                                                                DATE              21-02-19                                                                                                 FOR APPROVAL
                                                                                                                 Barlow Shelley Consulting Engineers                                                                                    PO Box 899, Maroochydore,4558 ABN 89 215 591 077

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Attachment 4 - Stormwater Plans 1856-SW01_SW07 REV_J.pdf · 862 KB (small file)

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