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CIV3045 Opw Rev B (2022-08-24)

Attached to the e-mail Operational Works Application OPW22/0XXX - DA Form 1 - Cover Letter - Civil Plans - Hay Street and Ward Street Tewantin.

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                 THE INFORMATION PROVIDED ON THIS




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                 DRAWING IS CONCEPTUAL ONLY AND IS                                                                                                                                                                                                                                                                                                                                           NOTE:




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                 BASED ON A MAXIMUM DISTURBANCE
                  D                                                                                                                                                                                                                                                                                                                                                                          REFER DWG 008 FOR EROSION &




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                                                                                                                                                                                                                                                                                                                                                                                             SEDIMENT CONTROL STANDARD




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                 AREA AT ANY ONE TIME OF NO MORE




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                                                                                                                                                                                                                                                                                                                                                                                             DETAILS AND NOTES




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                                                                                                                                                                                                                                                                                               EXISTING




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                 DRAWING IS TO BE SUPERCEDED BY THE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           HAY STREET
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                 CONTRACTORS EROSION AND SEDIMENT                                                                                                                                                                                                                                      SEWER MAIN




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                 CONTROL PLANS AS PER CONCEPTUAL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EXISTING EDGE




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       OF BITUMEN
                 EROSION AND SEDIMENT CONTROL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ///                       ///
                 NOTES AND DRAWINGS                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PROPOSED CONCRETE SLEEPER
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RETAINING (MAX 300mm HIGH)




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING
O.Nail in Kerb




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ELECTRICITY
RL 5.095




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                                               /        /                      /         /                         /                         /                  /            /            /            /           /              /            /               /           /           /              /                    /                                 /            /                                                                                                            PROPERTY BOUNDARY                                                                                                        PILLAR BOX
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        E/O                                                                                                                                                                                                                                                                                                   /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ACCESS DRIVEWAY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         2.0
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                                                                                                                                                                                                                                                                                PROPOSED                                                                                                        2.5




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                      E/O                                                                                                                                                                                                                                                      ALLOTMENT




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                                                                                                                                                                                                                                                                               BOUNDARY                                                                                                                                                                                                                                                                                                                                                                                                                                     ///




                                                                                                                                                                                                                                                                                                                                                2.5
                                                         T10




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                                  E/O




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                                                                                                                                                                                                                                                                                                                                                                                                          PROPOSED 4.5m
                                                                                                                                                                                                                                                                                                                                                                                                          WIDE EASEMENT




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                                                                                                                                                                                                                                                                                                                                                                                                          FOR ACCESS AND




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                                                                                                                                                                                                                                                                                                                                                                                                          SERVICES
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                                                                                                                                                                                                                                                                                                                                      2.5
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPERTY BOUNDARY
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1% MIN FALL
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                                                                                                                                                                                                                                                                                                                                                                                                                                  ALL DISTURBED AREAS TO BE




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2.5
                                                        T10

                                                                                                                                                                                                                                                                                                                                                                                                                                 TOPSOILED AND GRASS SEEDED




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                                                                                                                                                                                                                                                                                                                                                                                                                                  UPON COMPLETION OF FINAL




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                                                                                                                                                                                                                                                                                                                                                                                                                                   TRIMMING OF EARTHWORKS
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                                                                                                                                                                                                                                                   /               /           /           /




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BUILDING TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BE REMOVED                                                   GROUTED STONE PITCHING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TO STORMWATER OUTLET




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                                                                                                                                                                                                                                                                                                                                  2.5
                                                                                                                                                                                                                                                                                                                  PROPERTY BOUNDARY
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                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROPOSED INTER-ALLOTMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                   DRAINAGE WITHIN 2m WIDE EASEMENT                                              PROPOSED




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                                                                                                                                                                                                                                                                                                                                                                                              EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ALLOTMENT
                                                                                                                                                                                                                                                                                                                                                                                             BUILDING TO




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BOUNDARY




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                                                                                                                                                                                                                                                                                                                                                                                             BE REMOVED
                                                                                                                                                                                                                                                                                           EXISTING




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               LEGEND                                                                                                                                                                                                                                                              SEWER MAIN




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                                                   EARTHWORKS CUT




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                                                   EARTHWORKS FILL                                                                                                                                                                                                                                                                                                                                                                                                                                       1% MIN FALL




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                             63                    DESIGN CONTOURS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.5
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                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED CONCRETE
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                                                   PROPOSED SEDIMENT FENCE
                                                                                                                                                                                                                                                                                                                                                                                         EXISTING                                             SLEEPER RETAINING WALL (MAX
                                                                                                                                                                                                                                                                                                                                                S




                                                                                                                                                                                                                                                                                                                                                                                        SHEDS TO BE                                               1000mm HIGH). DESIGN AND
                                                   PROPOSED TEMPORARY                                                                                                                                                                                                                                                                                                                                                                            CERTIFICATION BY OTHERS.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2.5
                                                                                                                                                                                                                                                                                                                                                                                         REMOVED
                      TSE                          STABILISED ENTRY / EXIT
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.5
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          2.0
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                                                                                                                                                                                                                                                                                                                                                                              2.5                                                                                                                                                               2.0                                     1.5
                                                   ALLOTMENT PIT PROTECTION                                                                                                                                                                                                                                                                                                                                                                            PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED
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                                                                                                                                                                                                                                                                                                                                                                                                          STORMWATER                                                                                                                                          GROUTED STONE PITCHING
                                                   FLOW DIRECTION
                                                                                                                                                                                                                                                                                                                                                                                                             DRAINAGE                                                                                                                                          TO STORMWATER OUTLET
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                                                                                                                                                                                                                                                                                                                                                                                                                                            NOOSA COUNCIL FLOOD CERTIFICATE




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                                                                                                                                                                                                                                                                                                                                                                                                                                          DEFINED FLOOD LEVEL (DFE) - RL2.5m AHD                                                                                          PVC-U TRUNK
                                                                                                                                                                                                                                                                                                                                                                                                                                        MINIMUM BUILDING FLOOR LEVEL - FFL2.8m AHD                                                                                         SEWER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0             10              20           30                                   40                           50m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0             2.5             5            7.5                                  10                          12.5m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SCALE 1:1000 A3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SCALE 1:250 A3

                                                                                                                                                                        PLAN DETAILS:                                  PLAN AMENDMENTS:                                                                                                                                                                                                                                                                                               PLAN TITLE:
                                                                                                                                                                                                                   Rev         Date       Comment                                                                 Altered                       Checked
                                                                                                                                                                        Designed:                 AJD
                                                                                                                                                                        Drawn:                    AJD                  A       14-04-22   ORIGINAL ISSUE                                                               AJD                          JP
                                      SUNSHINE COAST OFFICE         NORTH LAKES OFFICE                                                                                  Checked:                   JP                  B       24-08-22   ISSUE FOR APPROVAL                                                           AJD                          SC
                                      Building A, Level 1,          Corporate Suite A, Bld 2                                                                            Datum:                   AHD
                                      6 Innovation Parkway,         2 - 4 Flinders Parade,                                                                              Date:              MARCH 2022
                                      Birtinya 4575, Qld            North Lakes 4509, Qld                      ISO 9001
                                                                                                                                                      MANAGEMENT                                                                                                                                                                                                     This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no part of it may in any form or by
                                                                    www.ContourCE.com.au                                                                SYSTEMS
                                                                                                                                                                                                                                                                                                                                                                 any means be reproduced, stored in a retrieval system or transmitted without the prior written permission of Contour Consulting Engineers. The plan shall not
                                      Ph. (07) 5493 9777                                           Trading name of SN Registrars (Holdings) Ltd
                                                                                                                                                         8327           Director: BRETT THOMSON (RPEQ 6068)                                                                                                                                                                                                                                                                                                                           PLAN No:                                                        REVISION:                                                      SHEET:                  07 OF 14
                                                                   [email protected]              Quality Assured International 3rd Party Accredited               (FOR & ON BEHALF OF CONTOUR C/E PTY LTD)                                                                                                                                                 be used for construction without prior written approval.                                                                                                           FILE LOCATION: C:\_PROJECTS\DD262 HAY ST, TEWANTIN\DRAWINGS\3045-007.DWG
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