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

                                                                                                                     FIELD INLET PIT
                                                                                                                             900x900
                                                                                                                        GRATED LID
                                                                                                                              SL6.71
                                                                                                                               IL5.31
                                                                                                                         DEPTH 1.40

                                                                                             FH



                                                                                   DN375 HEADWALL
                                                                                   WITH D50=200mm
                                                                                        AREA=7.5m2
                                                                                                                               DN375




                                                                                                                                                D
                                                                                                                                                  N
                                                                                                                                                    37
                                                                                                                                                                           DN375                        DN3




                                                                                                                                                       5
                                                                                            GROUT EXISTING PIPE                                                                                             7   5
                                                                                 PENETRATION & PROVIDE NEW PIPE
                                                                                 PENETRATION TO SUIT 1.1% GRADE                                                                                                         D
                                                                                                                                                                                                                         N
                                                                                                                                                                                                                             37                                                                           EXISTING NOOSA CIVIC
                                                                                                                                                                                                                                5
                                                                                                  DN375 STORMPRO PIPE
                                                                                                           GRADE 1.1%                                                                             DN375 STORMPRO PIPE                                                                                                              -
                                                                                                                                                                                                  GRADE 0.95%
                                                                                                                                                                                                                                                                                                      NOOSA COUNCIL
                                                                                  CONSTRUCT NEW 900x900
                                                                                    (INTERNAL) CAST IN-SITUFH
                                                                                                                               FIELD INLET PIT                                                                                                                                                        APPROVED PLAN
                                                                           CONCRETE FIELD INLET WITH 150mm
                                                                                                                                                                                                                                                                                                  OPW20/0145 17 DEC 2020
                                                                                                                                       900x900
                                                                                WALL. FLUSH GRATE CLASS D                         GRATED LID
                                                                                                                                        SL6.80
                                                                                                                                                               LOT 21
                                                                                                                                         IL5.45
                                                                                                                                   DEPTH 1.35
                                                                                                                                                                                                                                           EX FIELD INLET PIT
                                                                                                                                                                                                                                           600x600                                                 As annotated by Council
                                                                                                                                                                                                                                           GRATED LID
                                                                                                                                FH
                                                                                                                                                                                                                                           SL6.96
                                                                                                                                                                                                                                           IL6.09
                                                                                                                                                                                                                                           DEPTH 0.87
                                                                     CORE DRILL INTO EXISTING                                                                              FIELD INLET PIT
                                                             STORMWATER PIT & PROVIDE NEW                            HO                                                    600x600
                                                              INLET. CONTRACTOR TO CONFIRM                                                                                 GRATED LID
                                                          LEVEL PRIOR TO WORKS COMMENCING                                                                                  SL5.20
                                                                                                                      FM
                                                                                                                FH

                                                                                                                                                                                                                                    BREAK UP & REMOVE EXISTING DN375
                                                                                                                                                                           IL4.60                                                   STORMWATER PIPE & HEADWALL TO TIP
                                                                                                                         AN

                                                                                                                                                                           DEPTH 0.60
                                                                                                                            N
                                                                                                                              DR
                                                                                                                                 I   VE




                                                                                                                                                                                                       LOT 19




      ATTENTION: STORMWATER PIPES                                                                                                                                                                                                    TO EACH LOT (TYP)
      ALL STORMWATER PIPES ARE TO BE
      REINFORCED CONCRETE PIPES (RCP)                                                                                                                                                                                                           LOT 18
      WITH RRJ JOINTS UP TO DN750 THERE
      AFTER TO BE FLUSH JOINT (FJ)


     ATTENTION:




                                                                                                                                                                                                                                                                                                                                                                                                        JOINS PLAN 1856-SW07
     IT IS THE CONTRACTORS RESPONSIBILITY                                                                                                                                                  FH



     TO NOTIFY THE ADJACENT PROPERTY
                                                                                                                                                                                                                                                                                         LOT 17
     OWNERS PRIOR TO ANY WORKS
     COMMENCING ONSITE


     CAUTION:                                                                                                                                                                                                                                                                        R
                                                                                                                                                                                                                                                                                EA
     EXISTING SERVICES THE CONTRACTOR IS                                                                                                                                                                                 H
                                                                                                                                                                                                                          O                                                   CL
     TO DETERMINE THE EXACT LOCATION OF                                                                                                                                                                                         FM                                        m
                                                                                                                                                                                                                                                                       0m
     ALL EXISTING SERVICES IN THE VICINITY                                                                                                                                                                                            AN                             65
     OF THE PROPOSED WORKS PRIOR TO THE                                                                                                                                                                                                    N                                                                                                                              LOT 3
                                                                                                                                                                                                                                               D
     START OF ANY CONSTRUCTION. THE COST                                                                                                                                                                                                        RI                                                                                                                        4.004 Ha
                                                                                                                                                                                                                                                  VE
     OF ANY RECTIFICATION WORKS DUE TO
     DAMAGE TO EXISTING SERVICES SHALL BE                                                                                                                                                                                                                                                                                                   FOR STRUCTURE OUTLET DETAIL
     BORNE BY THE CONTRACTOR.                                                                                                                                                                                                                                                                                                               REFER TO PLAN 1856-SW29
                                                                                                                                                                                 UNIT
                                                                                                                                                                                 COMPLEX
                                                                                                                                                                                                                                                                FH




                                                                                                                                                                                                                                                                                                                                           DN
                                                                                                                                                                                                                                                                                                                                             60
                                                                                                                                                                                                                                                                                                                                                0
     JOINS PLAN 1856-SW06
                                                                                                                                                                                                                                                                                                                                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:   8   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
                                                                                    DESIGN CHECK          CL                                                                                                        (RPEQ 19358)                                     e [email protected] w www.barlowshelley.com.au                                                         SW08                   E
                                                                                                                        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