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Engineering Operational Works Plans

Attached to the e-mail Application for operational works - 108 Black Mountain Range Road Black Mountain.

of 11

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Plans and drawings

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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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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             3. ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE A MINIMUM DRY DENSITY RATIO
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                (M.D.D.R.) OF 100% STD.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              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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                                                                                                                                                                                                           |                                                                                                                                                     | |                                                                                                                    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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                                                                                                                                                                                                                   H
                                                                                                                                                                                                               E/O




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         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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                                                                   D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 NTS
                                                                                                                                                                                 H
                                                                                                                                        >




                                                                                                                                                                              E/O
                                                           OA




                                                                                                                                                                                                                                       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
                                                                                                                                                                                                                                                                                                                                                 SCALE 1:500 (A1), 1:1000 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               OVERFLOW PIPE

                                                                                                                                                                                                                                                                                                                       0                   10                    20                     30                      40                      50 Meters
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          MIN 5m² 150mm NOM
                                                                                                                                                                                                                                                                                                                                                      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                                                                 B           1 of 4
                                                                                                                                                                                                                                            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 : 1/9/21 - 10:32am - XREF's: X-Base; X-Survey; X-DCDB; X-Image; H-Approved-SR; H-Checked-SR                                                                  Council Ref: ............
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