Attachment 2 -1856-SW01_SW30

                                                                                                            FIELD INLET PIT
                                                                                                                    900x900
                                                                                                               GRATED LID
                                                                                                                     SL6.71
                                                                                                                      IL5.31
                                                                                                                DEPTH 1.40
                                                                                                                                                          DN375 (1) x 15° BEND
                                                                                    FH



                                                                          DN375 HEADWALL                                                                                                      DN375 (1) x 15° BEND
                                                                          WITH D50=200mm
                                                                               AREA=7.5m2
                                                                                                                      DN375                                                                                    DN375 (1) x 30° BEND




                                                                                                                                       D
                                                                                                                                        N
                                                                                                                                           37
                                                                                                                                                                  DN375                        DN3




                                                                                                                                               5
                                                                                   GROUT EXISTING PIPE                                                                                                75
                                                                        PENETRATION & PROVIDE NEW PIPE
                                                                        PENETRATION TO SUIT 1.1% GRADE                                                                                                          D
                                                                                                                                                                                                                 N
                                                                                                                                                                                                                     37                                                                              EXISTING NOOSA CIVIC
                                                                                                                                                                                                                       5                      DN375 (1) x 22.5° BEND
                                                                                         DN375 STORMPRO PIPE                                                                                                                                  DN375 (1) x 15° BEND
                                                                                                  GRADE 1.1%                                                                            DN375 STORMPRO PIPE
                                                                                                                                                                                        GRADE 0.95%
                                                                                                                                                                                                                                             DN375 (2) x 45° BEND
                                                                         CONSTRUCT NEW 900x900
                                                                           (INTERNAL) CAST IN-SITUFH
                                                                                                                      FIELD INLET PIT
                                                                  CONCRETE FIELD INLET WITH 150mm                             900x900
                                                                       WALL. FLUSH GRATE CLASS D                         GRATED LID
                                                                                                                               SL6.80
                                                                                                                                                      LOT 21
                                                                                                                                IL5.45                3825m²                                                                      EX FIELD INLET PIT
                                                                                                                          DEPTH 1.35                                                                                              600x600
                                                                                                                                                                                                                                  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
                                                                                                              FM
                                                                                                       FH
                                                                                                                                                                  SL5.20                                                   BREAK UP & REMOVE EXISTING DN375
                                                                                                                                                                  IL4.60                                                   STORMWATER PIPE & HEADWALL TO TIP
                                                                                                                AN

                                                                                                                                                                  DEPTH 0.60
                                                                                                                    N
                                                                                                                     DR
                                                                                                                       IVE




                                                                                                                                                                                              LOT 19
                                                                                                                                                                                              3150m²
                                                                                                                                                                                                                       PROVIDE TABLE DRAIN ALONG THE
                                                                                                                                                                                                                       FRONTAGE OF LOTS 19-17 & GRADE TO
                                                                                                                                                                                                                       EXISTING GULLY TO THE EAST. PROVIDE
                                                                                                                                                                                                                       1:2 BATTERS 1.5m WIDE TO INVERT
      ATTENTION: STORMWATER PIPES
      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)                                                                                                                                                                                                      3243m²

     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                                                                                                                                                    FOR LOT 18 DRIVEWAY PROVIDE                                                                    3719m²
                                                                                                                                                                          DN450 RCP SW PIPE AS IPWEAQ
                                                                                                                                                                                                 RS-056                                                                       FOR LOT 17 DRIVEWAY PROVIDE
     CAUTION:                                                                                                                                                                                                                                                                 DN525 RCP SW PIPE AS IPWEAQ RS-056
     EXISTING SERVICES THE CONTRACTOR IS                                                                                                                                                                         HO
     TO DETERMINE THE EXACT LOCATION OF                                                                                                                                                                                FM
     ALL EXISTING SERVICES IN THE VICINITY                                                                                                                                                                                   AN
     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 DRAWN
                                                                          I GDETAL
                                                                                 IS                                                          SCALE                                                         APPROVED                                                                                                        PROPOSED SUBDIVISION                                          1856
 A     19-02-20   FOR APPROVAL                              MM     CL                                                                                                                                                                                                                                                      AT NOOSA CIVIC, WALTER HAY DRIVE
 B     24-08-20   REVISED STORMWATER ALIGNMENT              MM     CL      DATUM                 AHD                                                                                                                                                                                                                                                                            SHEET:    8   OF   30
                                                                                                                0              10             20             30              40              50m
                                                                                                                                                                                                                                                                                                                           FOR STOCKWELL PTY LTD
                                                                           DESIGN               MM                                                                                                     .................                                                                                                                                                        DRAWING NUMBER      REV
                                                                                                                                                                                                                                                                                                                           DRAWING TITLE:
                                                                           DRAWN                MM                                                                                                 Director: CAMERON LANDRETH
                                                                                                                                           SCALE 1:1000 A3                                                                                                     p 07 5443 8285                 ABN 89 215 591 077
                                                                           DESIGN CHECK                                                                                                                    (RPEQ 19358)                                        e [email protected]  w www.barlowshelley.com.au
                                                                                                                                                                                                                                                                                                                           STORMWATER LAYOUT PLAN 4 OF 8                         SW08                   B
                                                                                                 CL
                                                                                                               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