Stormwater Design Attachment 2 - 1856-SW01_SW30_E · OPW20/0145

                                                                                                                     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
                                                                                                                                                                                                                                NOTE: TO BE BUILT AS PART OF OPW FOR LOTS 17-19
                                                                                                                                                                                                                                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                                                                                                                            NOTE: TO BE BUILT AS PART OF OPW FOR LOTS 17-19                                                                                 3719m²
                                                                                                                                                   FOR LOT 18 DRIVEWAY PROVIDE DN450 RCP SW PIPE
                                                                                                                                                                                 AS IPWEAQ RS-056                                                                                      NOTE: TO BE BUILT AS PART OF OPW FOR LOTS 17-19
     CAUTION:                                                                                                                                                                                                                                                                          FOR LOT 17 DRIVEWAY PROVIDE DN525 RCP SW PIPE
     EXISTING SERVICES THE CONTRACTOR IS                                                                                                                                                                                  HO                                                           AS IPWEAQ RS-056
     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
 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                                                                                                                    (RPEQ 19358)                                        e [email protected]  w www.barlowshelley.com.au
                                                                                                                                                                                                                                                                                                                                    STORMWATER LAYOUT PLAN 4 OF 8                         SW08                     E
                                                                                                          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