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Approved Plans - OPW21-0256

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Plans and drawings

This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                LEGEND:
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    FINISHED SURFACE CONTOURS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EXISTING SURFACE CONTOURS



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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED AC SEAL PAVEMENT

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED GRAVEL TRANSITION
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ROADWORKS NOTES:
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED LEVEL SPREADER FOR TANK OVERFLOW                                                         1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH IPWEA & NOOSA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     COUNCIL STANDARDS.
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED WATER TANK
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SIZE AND LOCATION TO BE DETERMINED
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2. SEDIMENTATION CONTROL DEVICES TO BE PROVIDED IN ACCORDANCE WITH THE
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                DURING BUILDING DESIGN                                                               ENVIRONMENTAL MANAGEMENT PLAN, AS SPECIFIED IN DRAWINGS ES01 - ES03 &
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     AS DIRECTED ON SITE BY SUPERINTENDENT.
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                                                                                                                                                                                                                                              1 in 2 BATTER TO BE VEGETATED                                                                                                                                                                                                                                                                                                                       3. ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE A MINIMUM DRY DENSITY RATIO
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                                                                                                                                                                                                                                               REFER LANDSCAPE DRAWINGS
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     (M.D.D.R.) OF 100% STD.
                                                                                                                                                                                                                                                               FOR DETAILS                                                                                                                                                                                                                                                         BUILDING
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1510
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ENVELOPE                                                       4. PROVIDE ENERGEX AND TELSTRA CONDUITS UNDER DRIVEWAYS (IF REQUIRED).




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      3.5m
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                                                                                                                                                                                                                                                                                                                                                                                                                                     | |                              | |                                                                                                                         5. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS STANDARD
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                                                                                                                                                                                                                                                                                                                                                                                                                          | |                 | ||                                                                                                                                                   SPECIFICATION.
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                                                                                                                                                                                                                                         RURAL DRIVEWAY CROSS OVER                                                                                                                                                  | |
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                                                                                                                                                                                                                                         AS PER IPWEA STD DWG RS-056
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                                                                                                                                                                                                                                                                                                                                                                                                                                             | | | |                                                                                                                                              6. ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS AVAILABLE FOR THE
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                                                                                                                                                                                                                                         TO JOIN NEATLY TO EXISTING                                                                                                             |      |
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CONTRACTOR VIA COMPUTER MODEL PROVIDED BY ALTA PROJECTS. HOWEVER,
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                                                                                                                                                                                                                                         ROAD EDGE                                                                                                                                                                | | |            | | |
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ALTA PROJECTS ACCEPTS NO RESPONSIBILITY FOR INCORRECT SETOUT FROM THE
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     DATA PROVIDED. CONTRACTOR SHOULD CONFIRM THE CORRECT COORDINATES
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                                                                                                                                                                                                                                                                                                                                                                 |                           |   |                                  |
                                                                                                                                                                                                                                                                                                                                                                                                                                                      | |                                                                                                                                            WITH THE INFORMATION PROVIDED ON THESE DRAWINGS.
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                                                                                                                                                                                                                                                                                                               80                                | |                                                    |                         |                                                                                                       1
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                                                                                                                                                                                                                                                                                                                                                         | |                             | |                                                                                                 DRIVEWAY ACCESS
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                                                                                                                                                                                                                                                                                         60



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                                                                                                                                                                                                                |                                                                                                                                                     | |                                                                                                                    CONTROL LINE                                                                                                CONNECT OVERFLOW PIPE
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                                                                                                                                                                                                                             |   |                                                                                               |    |                                                                                                                                                                                                                                                                  TO LEVEL SPREADER
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                                                                                                                                                                                                                                         | | |                                                                           | | |                                                                                                                                                                                                                                                                                                                           CAP BOTH ENDS
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                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING
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                                                                                                                                                                                                                         ||                          |   | |      | | | | | | | | | | | | | | | | | |                                                                                                                 DWELLING                                                                                                                                                                   PROVIDE 6-50Ø HOLES TO
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               EXISTING CULVERT TO REMAIN                                                                                                                                                                                                       | | |          E/OH                                                                                                                                                                                                                                                                                                                              SPREAD OUTLET FLOWS
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                CONTRACTOR TO CLEAN OUT                                                                                                                                                                                                                                |   | | | | | |
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            EXISTING CULVERT, ADD PRECAST
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            SLOPING HEADWALL TO EACH END
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              6m 150Ø uPVC ROOFWATER
            AND ENSURE IT IS FREE DRAINING
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                                                                                                                                                                                                                                                                                                                                                                GRAVEL TRANSITION FROM PROPOSED
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                                                                                                                                                                                                                                                                      ROCK GABION RETAINING
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                                                                                                                                                                                                                                                                                                                                                                DRIVEWAY TO EXISTING GRAVEL ACCESS                                                                                                                                                                                                           OUTLET SPREADER ELEVATION
                                                                                                                                                                                                                                                                         WALL 1.5m HIGH MAX
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      NTS
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                                                                                                                                                                                                                                            EXISTING POWER
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                                                                                                                                                                                                                                            POLE TO REMAIN
                                                          ER
                                                NG


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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ROOFWATER
                                          RA

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  INLET
                                                                                                                                           H
                                                                                                                                        E/O
                                   N
                                TAI

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                             UN
                         MO


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                    CK

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              BLA


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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   RAINWATER TANK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1.0m MIN

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    OUTLET SPREADER

                                                           -
                                                                                                                                                                                                                                                                                                                                                                          PLAN
                            APPROVED PLAN                                                                                                                                                                                                                                                                                                             SCALE 1:500 (A1), 1:1000 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    OVERFLOW PIPE
                              OPW21/0256
                                                                                                                                                                                                                                                                                                                            0                   10                    20                     30                      40                      50 Meters
                            NOOSA COUNCIL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      MIN 5m² 150mm NOM
                           2 NOVEMBER 2021                                                                                                                                                                                                                                                                                                                 SCALE 1:500 (A1), 1:1000 (A3)                                                                                                                                                      ROCK ON GEOFABRIC
                                                           -                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TYPICAL RAINWATER TANK OUTLET SPREADER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              NTS

     NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
                                                                                                                    PURPOSES.
                                                                                                                            SWT                                                                                                                                                                                                                                                                                                                                                                                    PROJECT:                                                                                  DRAWING TITLE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ALTA PROJECTS
                                                                                                                                                                                                                                                                                                 Drawn: SWT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 A.B.N. 611355330                                                                                                            ROADWORK LAYOUT PLAN
                                                                                                                                                                                                                                          FOR APPROVAL                                            Date: July 2020                                                                                                                                                                26 Memorial Avenue, Cotton Tree   PROPOSED SUBDIVISION ESTATE
                                                                                                                                                                                                                                                     NOT FOR CONSTRUCTION                                                                                                                                                                                                        PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                    Revision       Sheet
                                                                                                                                                                                                                                                                                            Checked:. . . . . . . . . . .                                                                                                                                                        Email: [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   at 108 BLACK MOUNTAIN RANGE ROAD, BLACK MOUNTAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Tel (07) 5475 4125 Fax (07) 5479 1607                                          DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            A6578/20/R01                                                                 C           1 of 4
       C    28/09/2021   ISSUE FOR APPROVAL                                                                                                                                                    S.T.                     S.R.                     STEPHEN ROBERTS
       B
       A
            31/08/2021
            16/08/2021
                         ISSUE FOR APPROVAL
                         ISSUE FOR APPROVAL
                                                                                                                                                                                               S.T.
                                                                                                                                                                                               S.T.
                                                                                                                                                                                                                        S.R.
                                                                                                                                                                                                                        S.R.
                                                                                                                                                                                                                                           .......................
                                                                                                                                                                                                                                               DIRECTOR APPROVAL                                  Datum AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Web: http://www.alta.net.au       for TOTAL CONCEPT HOMES
      REV    DATE                                               DESCRIPTION                                                                                                                    BY                   CHKD                       RPEQ - 7665                                         A1 SHEET SIZE                                 FILENAME : A6539 - R01 ROADWORK LAYOUT PLAN.dwg - DATE : 28/9/21 - 9:59am - XREF's: X-Base; X-Survey; X-DCDB; X-Image; H-Approved-SR; H-Checked-SR                                                                  Council Ref: ............

Document Set ID: 21647149
Version: 1, Version Date: 14/10/2021
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