1856-SW01_30_D Stormwater plans · OPW20/0145

                                                                                                                                                                                            NE W
                                                                                                                                                                                                                                                                                   CP                5
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                                                                                                                                                                                               DN
                                                                                                                                                                                                                                                                            N7
                                                                                                                                                                                                                                                                               5                    20
                                                                                                                                                                                                                         3




                                                                                                                                                                                                  75
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                                                                                                                                                                                                    0R
                                                                                                                                                                                                                        20                                          NE




                                                                                                                                                                                                      CP
                                                                                                                                                                                                       SW
                                                                                                                                                                                                                                                                       4
                                                                                                                                                                                                                                                 P SW
                                                                                                                                                                                                                                 NEW DN750 RC                         20
                                                                                                                                                                                                                                                                                                                         PROVIDE 1:5 TAPER BACK TO
                                                                                                                                                                                                                                                                                                                         B1 TYPE BARRIER KERB
                                                                                                                    PROVIDE 1:5 TAPER BACK TO
                                                                                                                        B1 TYPE BARRIER KERB
                                                                                                                                                                                                                                                                                                              DEPRESS KERB INVERT BY
                                                                                                                                                                                                                                 NEW ROAD C                                                                   50mm TRANSITION TO KERB
                                                                                                   DEPRESS KERB INVERT BY                                                                                                                                                                                     INVERT LEVEL AT BOTH ENDS
                                                                                                  50mm TRANSITION TO KERB
                                                                                                INVERT LEVEL AT BOTH ENDS                                                                                                                                                                                       PROVIDE TREE PITS 9m2 TO BOTH
                                                                                                                                                                                                                                                                                                                SIDE OF PROPOSED ROAD B IN
                                                                                        PROVIDE TREE PITS 9m2 TO                                                                                                                                                                                                ACCORDANCE WITH IPWEAQ
                                                                                         BOTH SIDE OF PROPOSED                                                                                                                                                                                   H              STANDARD DRAWING DS-077
                                                                                     ROAD B IN ACCORDANCE WITH                                                                                                                                                                                   SW26
                                                                                      IPWEAQ STANDARD DRAWING
                                                                                                          DS-077                                                  H
                                                                                                                                                                SW26




                                                                                                                                                                                                                                                                                                         PROVIDE 1:5 TAPER BACK TO
                                                                                                                                                                                                                                                                                                         B1 TYPE BARRIER KERB
                                                                                                   PROVIDE 1:5 TAPER BACK TO
                                                                                                       B1 TYPE BARRIER KERB




                                                                                                                                                                                                                             STORMWATER TREE PIT - DETAIL PLAN
                                                                                                                                                                                                                                                 SCALE 1:250 (A3)




                                                                                                         ROAD C
                                                                                   EXTENDED DETENTION WSL 8.06m
                                                                                      FILTER SURFACE LEVEL 7.86m




                                                                                                                                                                                                                                                                                              FOR LEVELS REFER
                                                                                                       0.2m EXTENDED DETENTION




                                                                                                                                                                                                                                                                                              TO LEFT HAND SIDE
                                                                                                                                      LIP RL8.30




                                                                                                                                                                      LIP RL8.19




                                                                                         2.5%                                                                                                          -3%                                                                                        -3%                                                 2.5%                     1:-4
                                                                                    TREE PIT FL7.99
                                                        1:-4
                                                                NEW ELECTRICAL                                                                                                                                                                                                                                                                                     NEW WATERMAIN (OD180)
                                                                                                   LIP RL7.09

                                                                                                                                                                                   TREE PIT KERB INLET REFER
                                                                                                                                                                                   TO DETAIL ON IPWEAQ DS-077                                                                                                                                                                         Datum 6
                                                                                                                                                                                                                                                                                                                                                  PROVIDE TREE PITS TO BOTH
                                                                                                                                                                                                                                                                                                                                                  SIDE OF PROPOSED ROAD B IN
                                                                                                                                                                                                                                                                                                                                                  ACCORDANCE WITH IPWEAQ
                                                                                                                                                                                                                                                                                                                                                                                      Centreline R.L.8.406
                                                                                                                                                                                                                                                        STORMWATER TREE PIT - SECTION H                                                           STANDARD DRAWING DS-077
                                                                                                                                                                                                                                                                           SCALE 1:10 (A3)

                                                                                                                                                                                                                                                                                                                                 PROJECT:                                                                        JOB NUMBER
REV DATE DESCRIPTION                                           BY   CHKD DRAWN
                                                                             I GDETAL
                                                                                    IS                                                                         SCALE                                                          APPROVED                                                                                           PROPOSED SUBDIVISION                                                                 1856
 A   13-09-19   FOR APPROVAL                                   MM    CL                                                                                                                                                                                                                                                          AT NOOSA CIVIC, WALTER HAY DRIVE
 B   24-08-20   REVISED STORMWATER ALIGNMENT                   MM    CL   DATUM              AHD                                                                                                                                                                                                                                                                                                             SHEET:   26   OF   30
                                                                                                                                  0                2.5           5                 7.5         10              12.5m
                                                                                                                                                                                                                                                                                                                                 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
                                                                                                                                                               SCALE 1:250 A3                                                                                        p 07 5443 8285                 ABN 89 215 591 077
                                                                          DESIGN CHECK                                                                                                                                         (RPEQ 19358)                          e [email protected]  w www.barlowshelley.com.au
                                                                                                                                                                                                                                                                                                                                 TREE PIT LAYOUT & DETAIL PLAN                                                SW26                   D
                                                                                              CL
                                                                                                                                 This drawing is not to be copied or amended without written permission from                                                         a PO Box 899, Maroochydore,4558                             SHEET 2 OF 2 'ROAD C'
                                                                          DATE              13-09-19                             Barlow Shelley Consulting Engineers