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Approved Plans 3 of 4 Stormwater OPW20-0145 · OPW20/0145

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                                                                                                                                                                                     JOINS PLAN 1856-SW06




                                                                                                                                                                                                                                       5
                                                                                                                                                                                                                                    37




                                                                                                                                                                                                                                                                                   5
     LEGEND - NEW WORKS EXTENT                                                                                                                                                                                                                                       DN




                                                                                                                                                                                                                                                                                37
                                                                                                                                                                                                                                  DN
                                                                                                                                                                                                                                                                                                                                E
                                                                                                                                                                                                                                                                        600                                                 DRIV




                                                                                                                                                                                                                                                                               N
                                                                                                                                                                                                                                                                                       DN525 HOFMANN 525




                                                                                                                                                                                                                                                                 5




                                                                                                                                                                                                                                                                              D
                                                                                                                                                                                                                                                               37
                                                                                                                                                                                                                                                                                                   DN




                                                                                                                                                                                                                                                             DN
                                                 PROPOSED AC SEAL




                                                                                                                                                                                                                                D
                                                                                                                                                                                      LOT 15




                                                                                                                                                                                                                                                                                                                                     D
                                                                                                                                                                                                                                 N




                                                                                                                                                                                                                                                                                                                                      N
                                                                                                                                                                                                                                  37




                                                                                                                                                                                                                                                                                                                                       37
                                                                                                                                                                                                                                    5




                                                                                                                                                                                                                                                                                                                                           5
                                                 PROPOSED CONCRETE DRIVEWAY
                                                 TO IPWEAQ RS-051 REFER 1856-R34 FOR TYPES
                                                                                                                                                                                                                                                                                                                                                                                                            RO
                                                 FUTURE CONCRETE DRIVEWAY (TO BE CONSTRUCTED                                                                                                                                                FOR HOFMANN DR TREE                                                                                                                                                  AD
                                                 LATER) TO IPWEAQ RS-051 REFER 1856-R34 FOR TYPES                                                                                                                                           PIT DETAIL PLAN REFER                            FOR STORMWATER PIPE SIZES                                                                                                A
                                                                                                                                                                                                                                                                                                 REFER TO 'STORMWATER




                                                                                                                                                                                                                                                                                                                                               DN375
                                                                                                                                                                                                                                                TO PLAN 1856-SW25
                                                                                                                                                                                                                                                                                                 LONGITUDINAL SECTIONS
                                                 PROPOSED AC DRIVEWAY
                                                                                           FOR TYPICAL LOT BIORETENTION                                                                                                                                                                                                                                DN3
                                                                                                                                                                              FOR ROAD B TREE PIT DETAIL                                                                                                                                                   75
                                                                                           BASIN REFER TO PLAN 1856-SW24
                                                                                                                                                                           PLAN REFER TO PLAN 1856-SW25
                                                 PROPOSED CONCRETE FOOTPATH                                                                                                                                                                                                    LOT 16
                                                                                                                                                                                   LOT 14
                                                                                                                                                                                                                                        5
                                                 PROPOSED CONCRETE ISLAND                                                                                                                                                             37
                                                                                                                                                                                                                                    DN




                                                                                                                                                                                                                   2m
                                                                                                                                                                                                                                            D                                                                                                                                               FOR ROAD A BIORETENTION




                                                                                                                                                                                                    6m
                                                 PROPOSED TURFING                                                                                                                                                                            N                                                                                             DN
                                                                                                                                                                                                                                                 52                                                                                                                                    BASIN REFER TO PLAN 1856-SW19




                                                                                                                                                                                                     WI
                                                                                                                                                                                                                                                    5                                                                                        45
                                                                                                                                                                                                                                                                                                                                                       0




                                                                                                                                                                                                        DE
                                                                                                                                                                                                                                                                                                                                                                                LOT 10




                                                                                                                                                                                                         EM
                                                                                                                                                                                                                       0
                                                                                                                                                                                                                    60                                                                                                     50




                                                                                                                                                                                                           T




                                                                                                                                                                                                                                                                                                                                                 5.5
                                                 PROPOSED VEGETATION AREA                                                                                                                                                                                                                                              4
                                                                                                                                                                                                                 DN                                                                                                 DN




                                                                                                                                                                                                                                                                                                                                                     63
                                                                                                                                                                                                                                                                                              B
                                                                                                                                                                                                                                                                                        RO AD




                                                                                                                                                                                                                                                                                                                                                        m
                                                                                                                                                                                                                                                                          DN525

                                                 PROPOSED BIO-RETENTION BASIN




                                                                                                                                                                                                                                                                                                    DN
                                                                                                                                                                                                                                                       3m
                                                 BASIN




                                                                                                                                                                                                                                                                                                      45
                                                                                                                                                                                                                                                   5.55
      B1 KERB




                                                                                                                                                                                                                                                                                                         0
                                                 PROPOSED BARRIER KERB (B1 TYPE)




                                                                                                                                                                                                                                                                                                           5.564m
                                                 450mm CHANNEL [ROAD EDGE]                               FOR STRUCTURE 1/2 OUTLET
                                                                                                    DETAIL REFER TO PLAN 1856-SW27
                                                                                                                                                                                                                                            FOR STORMWATER PIPE SIZES
      SM4 KERB                                                                                                                                                                                                          LOT 13                  REFER TO 'STORMWATER
                                                 PROPOSED SEMI MOUNTABLE KERB
                                                 TYPE (SM4) 160mm FACE [TRAFFIC ISLAND]                                                                                                                                                         LONGITUDINAL SECTIONS


                                                 PROPOSED EARTHWORKING                                                                                                                                                                                                                                                               LOT 11
                                                 SLOPE
                                                                                                                        FOR TYPICAL LOT BIORETENTION
                                                                                                                        BASIN REFER TO PLAN 1856-SW24                                                                                                                     LOT 12
                                                 PROPOSED SWALE DRAIN


                                                 PROPOSED STORMWATER                                                                          FOR NEW EARTHWORKS OVER
                                                 DRAINAGE                                                                                          LOTS 10 TO 16 REFER TO
                                                                                                                                                 PLANS 1856-EW01 TO EW10




                                                                                                                     LOT 5




                                                                                                                                                                                                                                                                                                                                                                                                                                             JOINS PLAN 1856-SW06
                                                                                                                                                                                                                 FOR TYPICAL LOT BIORETENTION
     ATTENTION: STORMWATER PIPES                                                                                     SP222982                                                                                    BASIN REFER TO PLAN 1856-SW24
     ALL STORMWATER PIPES ARE TO BE                                                                                                                                                                                                                                                                                                                    FOR BUSHFIRE ACCESS DRIVEWAY
     REINFORCED CONCRETE PIPES (RCP)                                                                                                                                                                                                                                                                                                                   PROVIDE DN525 RCP SW PIPE AS
     WITH RRJ JOINTS UP TO DN750 THERE                                                                                                                                                                                                                                                                                                                 IPWEAQ RS-056
     AFTER TO BE FLUSH JOINT (FJ)




                                                                                                                                                                                                                                                                                                                                                                          E
     ATTENTION:




                                                                                                                                                                                                                                                                                                                                                                           IV
     IT IS THE CONTRACTORS RESPONSIBILITY




                                                                                                                                                                                                                                                                                                                                                                        DR
     TO NOTIFY THE ADJACENT PROPERTY




                                                                                                                                                                                                                                                                                                                                                                  HAY
     OWNERS PRIOR TO ANY WORKS
     COMMENCING ONSITE




                                                                                                                                                                                                                                                                                                                                                                    R
                                                                                                                                                                                                                                                                                                                                                                LTE
                                                                                                                                                                                                                                                                                                                                                             WA
     CAUTION:
     EXISTING SERVICES THE CONTRACTOR IS
                                                                                                                           -
     TO DETERMINE THE EXACT LOCATION OF
     ALL EXISTING SERVICES IN THE VICINITY
                                                                                       NOOSA COUNCIL
     OF THE PROPOSED WORKS PRIOR TO THE
     START OF ANY CONSTRUCTION. THE COST                                               APPROVED PLAN                                                                                                                                                                                                                                                        BUSHFIRE ACCESS DRIVEWAY TO BE

                                                                                    OPW20/0145 17 DEC 2020
     OF ANY RECTIFICATION WORKS DUE TO                                                                                                                                                                                                                                                                                                                      GENERAL IN ACCORDANCE WITH
     DAMAGE TO EXISTING SERVICES SHALL BE
                                                                                                                                                                                                                                                                                                                                                            IPWEAQ STANDARD DRAWING RS-056
     BORNE BY THE CONTRACTOR.




                                                                                                                                                                                                                                                                                                                                PROJECT:                                                                                      JOB NUMBER
REV DATE DESCRIPTION                                                BY    CHKD                                                                SCALE                                                          APPROVED                                                                                                                                                                                                              1856
 A     19-02-20    FOR APPROVAL                                     MM      CL
 B     24-08-20    REVISED STORMWATER ALIGNMENT                     MM      CL    DATUM               AHD                                                                                                                                                                                                                                                                                                                 SHEET:   5   OF   30
                                                                                                                 0             10              20             30              40              50m
 C
 D
       21-09-20
       16/10/20
                   REVISED FOR NOOSA COUNCIL DRAFT CONDITIONS
                   REVISED AS PER COUNCIL RFI [29/09/20]
                                                                    MM
                                                                    MM
                                                                            CL
                                                                            CL
                                                                                  DESIGN             MM                                                                                                  .................                                                                                                                                                                                                DRAWING NUMBER     REV
                                                                                                                                                                                                                                                                                                                                DRAWING TITLE:
                                                                                  DRAWN              MM                                                                                             Director: CAMERON LANDRETH
 E     26-11-20    REVISED AS PER COUNCIL RFI [5-11-20]             MM      CL                                                              SCALE 1:1000 A3                                                                                                 p 07 5443 8285                 ABN 89 215 591 077
 F    10-12-2020   AMENDED LINE 24 BIO BASIN MINOR CHANGES          DTB     DTB   DESIGN CHECK        CL                                                                                                     (RPEQ 19358)                                   e [email protected] w www.barlowshelley.com.au                                                                                                       SW05                    F
                                                                                                                This drawing is not to be copied or amended without written permission from                                                                 a PO Box 899, Maroochydore,4558
                                                                                  DATE               13-09-19   Barlow Shelley Consulting Engineers

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