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Attachment 2 - Revised Engineering Plans

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                                                        PROPOSED SUBDIVISION ESTATE
                                                     at 96 BLACK MOUNTAIN RANGE ROAD,
                                                              BLACK MOUNTAIN                                                                                                                                                                                                                                                                                                                            EXISTING WINERY


                                                               for BRETT HAGE
                                                                                                                                                                                                                                                                                                                                                                                 58
                                                                                                                                                                                                                                                                                                                                                                              RP900861
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                55
                                                                                                                                                                                                                                                                                                                                                                                                        57                               56                                  RP900862
                                                                                                                                                                                                                                                                                                                                                                                                     RP900861                         RP900862
                                                                                                                                                                                                                                                                                                                         60
                                                                                                                                                                                                                       62                                                                                             RP900861
                                                                                                                                                                                                                    RP900860


                                                                                                                                                       CU
                                                                                                                                                          DG
                                                                                                                                                             E                          RIE
                                                                                                                                                                                            DR
                                                                                                                                                                                               IV                       E
                                                                                               8
                                                                                            RP849521
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RP900862
                                             9
                                          SP165483                                                                                                                                                                                                                                                                                                                                                                                             49
                                                                                                                                                                           5                                                                                                                                                                                                                                                                RP900862
                                                                                                                                                                        RP224449




                                                                                                                                                                                                                                                                                                                                                                  48                                                                                                                                                                 Job : A6682/22    DRAWING SCHEDULE                                                      July 2022
                                                                                                                                                                                                                                                                                                                                                               RP900861


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DRAWING No.              DESCRIPTION
                                                                                                                                                    4                                                                                     37
                                                                                                                                                 RP184308                                                                              RP900860


                                                                                                                                                                                                                                                                                               38                                                                                            47
                                                                                                                                                                                                                                                                                            RP900860                                                                                      RP900861


                                                                                                                                                                                                                                                                                                                                                                                                                   46
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               A6682/22/P01               LOCALITY PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                RP900861


                                                                                                                                                                                                                                                                                                                                    39                                                                                                      45
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               A6682/22/P02               OVERALL LAYOUT PLAN
                                                                                                                                                                                                                                                                                                                                 RP900861                                                                                                RP900861

                                                                                                                                                                                                                                                                                                                                                                                                                                                                     44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RP900863                            43
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               A6682/22/P03               ROADWORK LAYOUT PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   RP900863

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               A6682/22/P04               ROADWORK SITE DISTANCE PLAN
                                                                                                                                                                                   1
                                                                                                                                                                                RP223018                                                                                                                                                                                                                                                                                                                                                       A6682/22/P05               ROADWORK DRIVEWAY DETAILS
                                                                                                              \\
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                                                                               1
                                                                            RP845247                                                                                                                                                                                                                                                                                                                                                                                                            40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RP900863




                                                                                                                                                                                                                                                                      2
                                                                                                                                                                                                                                                                   RP223018                                                                                                                                                                                                                                                                                                                                         5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TOTAL PLANS in SET = ____
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                                                                                                                                                                                                                                                                                                                                                                                                                           SP110906
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                                                                                                                                                                                                                                                                                                                                                                                       233                                                                                          236                       SP110906
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                                                                                                                                                                                                                                                                                                                                                                                                                                                         235                      SP110906
                                                                                                                                                                                                                                                                                                                                                                                     SP110906                                                          SP110906
                                                                                          2
                                  4                                                    RP908513
                               SP140166

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                                                                                                                                                                                                                                                                                                                                 >                                                                                                                                                                                                                                   RP DESCRIPTION
                                                                                                                                                                                                                                    PROPOSED                                                                                                                              >
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                                                                                                                                 BUILDING
                                                                                                                                 ENVELOPE
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                                                                                                                                                                                                                                                                                                                                                          >                                                                                                                                                                                                                  LOT 3 RP131369
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                                                                                                                                                                                                                    2                                   RP131369


                                                                                                                                                                                            >                                  >      SITE
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                                                                                          OA                                                                                                                                                                                                                          >              >                                                                                                                                                                           232
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SP110906




                                                                            G    ER                                TAL
                                                                                                                             LOW
                                                                         AN
                                                                                                                                                                                                                                              36
                       3                                                                                                                                                                                                                   RP897845
                    RP905432

                                                                                                                                                 OOD
                                                                  AI   NR                                                                                   PLA                                                                                                                                                                                                                                                          35


                                                                                                                                                                                        CE                                                                                                                                                                                                                            RP897846



                                                                NT
                                                           OU
                                                                                                                                                                                                               Tallowood Pl




                                                         M
                                                     ACK                                 116
                                                                                       RP840238
                                                                                                                                                                                                                      20
                                                                                                                                                                                                                   RP897845                          21
                                                                                                                                                                                                                                                  RP897845                                                    23
                                                                                                                                                                                                                                                                                                                                    24
                                                                                                                                                                                                                                                                                                                                 RP897845
                                                                                                                                                                                                                                                                                                                                                       25
                                                                                                                                                                                                                                                                                                                                                    RP897846
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           34



                                                BL
                                                                                                                                                                                                                                                                                    22                     RP897845                                                                                                                                                                     RP897846
                                                                                                                                                                                                                                                                                 RP897845




                                                                                                                                                                                                                                                                                                                                                                   26
                                                                                                                                                                                                                                                                                                                                                                RP897846
                                                                                                                                                                                                                                                      19
                                                                                                                                                                                                                                                   RP897845

                                                                                                                                                                                                                                                                                                                                                                                  27
                                                                                                                                                                                                                                                                                                                                                                               RP897846




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0     50         100         150            200   250 Meters
                                                                                                                                                                                                LOCALITY PLAN
                                                                                                                                                                                                    SCALE 1:2500 (A1), 1:5000 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SCALE 1:2500 (A1), 1:5000 (A3)


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                                                                                                                                                                                          LOCALITY PLAN
                                                                                                                                       FOR APPROVAL                                                                       Date: July 2022                                                                                                                                     26 Memorial Avenue, Cotton Tree                                                     PROPOSED SUBDIVISION ESTATE
                                                                                                                                                    NOT FOR CONSTRUCTION                                                                                                                                                                                                      PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                                                                                                          Revision      Sheet
                                                                                                                                                                                                                    Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                                                                                                                                                              Tel (07) 5475 4125 Fax (07) 5479 1607
                                                                                                                                                                                                                                                                                                                                                                              Email: [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  at 96 BLACK MOUNTAIN RANGE ROAD, BLACK MOUNTAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           A6682/22/P01                                                                                                        A       1 of 5
                                                                                                                                                 STEPHEN ROBERTS
  A    28/11/2022       ISSUE FOR APPROVAL                                                             S.T.         S.R.
                                                                                                                                            .......................
                                                                                                                                                DIRECTOR APPROVAL                                                              Datum AHD
                                                                                                                                                                                                                                                                                                                                                                              Web: http://www.alta.net.au                                                         for BRETT HAGE
 REV    DATE                                             DESCRIPTION                                   BY           CHKD                        RPEQ - 7665                                                                    A1 SHEET SIZE                       FILENAME : A6682-P01 LAYOUT PLAN.dwg - DATE : 28/11/22 - 3:54pm - XREF's: X-Base; X-Survey; X-DCDB; H-Approved-SR; H-Checked-SR                                                                                                                                            Council Ref: ............
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                                                                EXISTING POWER                                                                                          ||
                                                                POLE TO REMAIN                                                                                                   | | |
                                                                                                                                                                                         |    | |H
                                                                                                                                                                                              E/O




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          233
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SP110906
                                                           2
                                                                                                                                                            H
                                                                                                                                                          E/O
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                                                        RP908513

                                                                  LOT 1                                                                                                                                                                                                                                                 1
                                                        DRIVEWAY ACCESS
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                >
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                                                              LOT 2                                                                                                                                                                                                                                                                                                                                                                                                                       >
                                                    DRIVEWAY ACCESS                                                                                                                                                                                                                                                                                                                                                                                                                             >
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >                                                 >
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                                                                                                                          BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 >                       >
                                                                                                                          ENVELOPE
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                                                                                                                                                                                                                                                                                                                                                                                RP131369
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                                                            O AD                                                                                                                                                                                                                                                                                                                                            >   >          >    >     >                                                                      >
                                                   G ER                                                                                                                                                                                                                                                                                                                                                                                        >        >         >           >




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                                                 AN                                                                                                                                                                                                                                                                                                                                                                                                                                              >
                                         AINR
                                   T
                            O   UN
                C KM                                                                                                      TALL
              LA                                                                                                                                            OWO                                                                                                                                                                                                   36
                                                                                                                                                                                                                                                                                                                                                               RP897845                                                    EXISTING DRAINAGE
          B                                                                                                                                                    O                 D PL                                                                                                                                                                                                                                             FLOW PATH
                                                                                                                                                                                     ACE


                                                                                                                                                                                                                                                                                                               Tallowood Pl




                                                         116                                                                                                                                                                                                                                                        20                                                                                                                                                                       24                         25
                                                                                                                                                                                                                                                                                                                 RP897845                                               21                                                                                                                RP897845                   RP897846
                                                       RP840238                                                                                                                                                                                                                                                                                                                                                                                       23
             LEGEND:                                                                                                                                                                                                                                                                                                                                                 RP897845
                                                                                                                                                                                                                                                                                                                                                                                                                   22                              RP897845
                                                                                                                                                                                                                                                                                                                                                                                                                RP897845
                                               FINISHED SURFACE CONTOURS

                                               EXISTING SURFACE CONTOURS

                                               PROPOSED 2 COAT SEAL DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0           20          40          60            80        100 Meters
                                               PROPOSED VEGETATION COVENANT                                                                                                                                                                                                                                            PLAN
                                                                                                                                                                                                                                                                                                           SCALE 1:1000 (A1), 1:2000 (A3)                                                                                                                                                                                         SCALE 1:1000 (A1), 1:2000 (A3)


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                                                                                                                                         OVERALL LAYOUT PLAN
                                                                                                            FOR APPROVAL                                                                        Date: July 2022                                                                                                                             26 Memorial Avenue, Cotton Tree                      PROPOSED SUBDIVISION ESTATE
                                                                                                                         NOT FOR CONSTRUCTION                                                                                                                                                                                               PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                                                                 Revision            Sheet
                                                                                                                                                                                             Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                                                                                                                            Tel (07) 5475 4125 Fax (07) 5479 1607
                                                                                                                                                                                                                                                                                                                                            Email: [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                 at 96 BLACK MOUNTAIN RANGE ROAD, BLACK MOUNTAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                              DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                          A6682/22/P02                                                                                             A           2 of 5
                                                                                                                     STEPHEN ROBERTS
  A    28/11/2022   ISSUE FOR APPROVAL                                      S.T.           S.R.
                                                                                                            .......................
                                                                                                                DIRECTOR APPROVAL                                                                 Datum AHD
                                                                                                                                                                                                                                                                                                                                            Web: http://www.alta.net.au                          for BRETT HAGE
 REV    DATE                                  DESCRIPTION                   BY          CHKD                    RPEQ - 7665                                                                          A1 SHEET SIZE                           FILENAME : A6682-P02 OVERALL LAYOUT PLAN.dwg - DATE : 28/11/22 - 3:54pm - XREF's: X-Base; X-Survey; X-DCDB; H-Approved-SR; H-Checked-SR                                                                          Council Ref: ............

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2 COAT SEAL




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        |                                                                                                                              THICKNESS             MATERIAL             TYPE         CBR (soaked)




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             --              2 COAT SEAL           --                --
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                                                                                                                                                                                                                                                                                                                                                                                                                                             | | |                                                                                                                                                                        125mm              BASE COURSE           2.1               80
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                                                                                                                                                                                                                                                                                                                                                                                                         | |                                                                                                                                                                                                              125mm            SUBBASE COURSE          2.3               45
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    | | |         |                                                                                                                       200mm     LOWER SUBBASE (IF REQUIRED)    2.5
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2 COAT SEAL TO COMPRISE OF A 7mm + 14mm AGGREGATE WITH A




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       MINIMUM COVERAGE OF 170 m²/m³




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       FINAL PAVEMENT DEPTH TO BE DETERMINED FOLLOWING




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                                                                                                                                                                                                                |                                                                                                                                                                                                                                                                                                                                                                                                      SOIL TESTS BY GEOTECHNICAL ENGINEER.




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SUBGRADE COMPACTED TO 100% STANDARD COMPACTION.




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                                                                                                                                                                                                                        | |                                                                                                                                                                                                                                                                                                                                                                                            SUBSOIL DRAINAGE BOTH SIDES.
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BASE COURSE GRAVEL TO BE SEALED WITH A HOT SPRAYED BITUMEN




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                                                                                                                                                                 \\\\\
                                                                                                                                                                                                                                                       | | |       E/OH
                                                                                                                                                                                                                                                                   | | |                                                                                                                                                                                                                                                                                                                                               PRIME ([email protected] L/m2 OR EQUIVALENT) AND LEFT TO CURE FOR A




                                                                                                                              \ \\\\
                                                                                                                                                                                                                                                               |
                                                                                                                                                                                                                                                                           |   | | | | | |
                                                                                                                                                                                                                                                                                             E/OH       //                                                                                                                                                                                                                                                                                                             MINIMUM OF 14 DAYS BEFORE COMMENCING AC PAVING OPERATIONS. A
                                                                                                                                                                                                                                                                                                                           //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TACK COAT MUST ALSO BE APPLIED UNLESS ADVISED OTHERWISE BY




                                                                                                                                                                         >
                                                                                                                                                           \ \\\\




                                                                                                                                                                                                                               H
                                                                                                                                                                                                                            E/O
                                                                                                                                                                                                                                                                           EXISTING POWER                                                                                                                                                                                                                                                                                                                              THE SUPERVISING ENGINEER.

                                                                                                                        \\\\\
                                                                                                                                                                                                                                                                           POLE TO REMAIN


                                                                                                                                                                 >
                                                                                                                                                   \\\\\
                                                                                                                \\\\\




                                                                                                                                                                                              H
                                                                                                                                                      >




                                                                                                                                                                                           E/O
                                                                                                                                 \ \\\\




                                                                                                                                                                                                                                                                                                                                                                                        EXISTING
                                                                                                                                                                                                                                                                                                                                                                                        DWELLING
                                                                                                                        \
                                                                                                                   \\\\
                                                                                                 \ \\\




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1
                                                                                                 \




                                                                                                                                                   H
                                                                                                                                              E/O
                                                                                      \\\




                                                                                                         \ \\




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DRW
                                                                                          \\




                                                                                                         \\




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED WATER TANK
                                                                                                                                ||




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SIZE AND LOCATION TO BE
                                                                                                                                         |
                                                                                                                                               |
                                                                                                                                             | |




                                                                                                                                                                                                                                                      LOT 1                                                                                                                                                                                                                                                          DETERMINED DURING BUILDING DESIGN
                                                                           \\\
                                                                           \\




                                                                                                                                                                                                                                                      DRIVEWAY ACCESS
                       375Ø RCP CLASS 3                                                                                                                                                                                                               EXISTING TELSTRA LINE AND                                                                                                                                                                                                                                  PROPOSED LEVEL SPREADER FOR TANK OVERFLOW
                                                                     \\\
                                                                     \\




                      DRIVEWAY CULVERT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CONNECT OVERFLOW PIPE
                                                              D

                                                                                 \\




                                                                                                                                                                                                                                                      PIT TO BE RELOCATED
                                                                                \\\




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TO LEVEL SPREADER
                                                            OA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CAP BOTH ENDS
                                                                                                                                                                                                                                                  LOT 2
                                                       ER




                                                                                                                                                                                                                                                  DRIVEWAY ACCESS                                                                                                                                                                                                                                                                                                                                             PROVIDE 6-50Ø HOLES TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SPREAD OUTLET FLOWS
                                                        G
                                              R      AN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              6m 150Ø uPVC ROOFWATER
                                          AIN

                                                               \\\
                                                               \\




                                                                                                                   BUILDING
                                         NT




                                                                                                                   ENVELOPE                                                                                                                     PROPOSED WATER TANK
                                         OU




                                                                                                                                                                                                                                                SIZE AND LOCATION TO BE                                                                                                                                                                                                                                                                                                                                                   OUTLET SPREADER ELEVATION
                                                                                                                                                                                                                                                DETERMINED DURING BUILDING DESIGN                                                                                                                                                                                                                                                    2
                                                        \ \\
                                 KM


                                                        \\




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       NTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >                           >              >             >   >
                              C




                                                                                                                                                                                                                                                                                                                                                                                                                         >                   >                                                                                           >
                          BLA




                                                                                                                                                                                                                                                                                                                                                                                                          >                                                                                                                                      >
                                                                                                                                                                                                                                                  PROPOSED LEVEL SPREADER FOR TANK OVERFLOW                                                                                                                                                                                                                                                          >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                >
                                                \\




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >      >   >           >                                                                                     ROOFWATER
                                              \ \\




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    INLET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RAINWATER TANK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.0m MIN


             LEGEND:                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             OUTLET SPREADER

                                                                                                                                                                                                                                                                                                               PLAN
                                               FINISHED SURFACE CONTOURS
                                                                                                                                                                                                                                                                                                  SCALE 1:500 (A1), 1:1000 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 OVERFLOW PIPE
                                               EXISTING SURFACE CONTOURS
                                                                                                                                                                                                                                                                                    0        10              20             30                            40                                         50 Meters
                                               PROPOSED 2 COAT SEAL DRIVEWAY                                                                                                                                                                                                                                                                                                                                                                                                                                                                              MIN 5m² 150mm NOM
                                                                                                                                                                                                                                                                                                    SCALE 1:500 (A1), 1:1000 (A3)                                                                                                                                                                                                                        ROCK ON GEOFABRIC
                                                PROPOSED VEGETATION COVENANT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  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 2022                                                                                                                                                                   26 Memorial Avenue, Cotton Tree                                                     PROPOSED SUBDIVISION ESTATE
                                                                                                                                                                                         NOT FOR CONSTRUCTION                                                                                                                                                                                                                                PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                                                                          Revision          Sheet
                                                                                                                                                                                                                                                       Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                                                                                                                                                                                                                             Tel (07) 5475 4125 Fax (07) 5479 1607
                                                                                                                                                                                                                                                                                                                                                                                                                                             Email: [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 at 96 BLACK MOUNTAIN RANGE ROAD, BLACK MOUNTAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          A6682/22/P03                                                                     A              3 of 5
                                                                                                                                                                              STEPHEN ROBERTS
  A    28/11/2022   ISSUE FOR APPROVAL                                                         S.T.               S.R.
                                                                                                                                                        .......................
                                                                                                                                                            DIRECTOR APPROVAL                                                                                  Datum AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                             Web: http://www.alta.net.au                                                         for BRETT HAGE
 REV    DATE                              DESCRIPTION                                          BY             CHKD                                          RPEQ - 7665                                                                                            A1 SHEET SIZE             FILENAME : A6682-P03 ROADWORK LAYOUT PLAN.dwg - DATE : 28/11/22 - 3:55pm - XREF's: X-Base; X-Survey; X-DCDB; X-Image; H-Approved-SR; H-Checked-SR                                                                                                                                    Council Ref: ............

Page 4

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RP845247
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  LEGEND:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FINISHED SURFACE CONTOURS

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING SURFACE CONTOURS

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED 2 COAT SEAL DRIVEWAY

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED VEGETATION COVENANT




                                                                                                                                                                                                                                                 RP908513
                                                                                                                                                                                                                                                    2
                                                                                                      DOWNHILL GRADE 5%



                                                       AV
                                                         AI
                                                                                                                                                                                                                                                                                                                                                                                                                                                               EXISTING ROAD CENTER LINE
                                                            LA
                                                               B                                                                                                                                                                                                                                                                                                                                                                                               POSTED SPEED     =      80km/hr
                                                                LE
                                                                     SS                                                                                                                                                                                                                                                                                                                                                                                        RADIUS           =     167m
                                                                          D
                                                                              -1                             BLA                                                                                                                                                                                                                                                                                                                                               SUPERELEVATION =        5%
                                                                                51
                                                                                  m                                        CK                                                                                                                                                                                                                                                                                                                                  SIDE FRICTION    =      0.25
                                                                                                                                 MO                                                                                                                                                                                                                                                                                                                            OK FOR POSTED SPEED
                                                                                                                                               UN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     AVAILABLE
                                                                                                                                                 TAI                                                                                                             UPHILL GRADE 5%                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SSD 115m




                                                                                                                                                                                                                                                                                                                                                                                                 R167
                                                                                      \ \\
                                                                                             \\                                                     NR
                                                                                                                                                       AN
                                                                                                                                                            GE
                                                                                                                                                                               RO                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           \ \\
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   \


                                                                                                                                                                                   AD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             \
                                                                                                              \\
                                                                                                                   \ \\
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 \ \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    \\




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  \
                                                                                                                                                                                    5m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            \\
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              \\\
                                                                                                                                    \\
                                                                                                                                         \\\
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \ \\
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            \
                                                                                                                                                                        \\
                                                                                                                                                                             \\\
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                \\\
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           \\

                                                                                                                                                                                     \\                                                                                                                                                                                                                                                                                                                                                                                                                                     \\
                                                                                                                                                             \\\
                                                                                                                                                                                          \\\
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \\
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          \\\                         \\\
                                                                                                                                                                   \\

                                                                                                                                                                                                                \
                                                                                                                                                                                                            \\\     \                                                                                                                                                                                                                                                                                                                                    \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             \\\\
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            E/OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      \\
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                \\\              >
                                                                                                                                                                                                                               \                                                                                                                                                                                                                                                                                                   \\\\
                                                                                                                                                                                                                                   \ \\\                                                                                                                                                                                                                                                                                       \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    \\\\
                                                                                                                                                                                                            \\
                                                                                                                                                                                                                 \ \\

                                                                                                                                                                                                                                                                 \\\\\
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       \\\\\
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          \\\\
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 \             >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    E/OH                                                                                                                      VIEW NORTH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   \ \\\\
                                                                                                                                                                                                                                      \\\\
                                                                                                                                                                                                                                             \                                    \ \\\\                                                                                                                                                                                                                                                             >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   \\\\\
                                                                                                                                                                                                                                                                                                                                                                                                                                                       \\\\\
                                                                                                                                                                                                                                                                                                               \\\\\
                                                                                                                                                                                                      | |                                            \\\\\                                                                               \ \\\\                                              \\\\\
                                                                                                                                                                                                                                                                                                                                                                                                                             \\\\\
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           >




                                                                                                                                                                                                  |
                                                                                                                                                                                            | |                         E/O                                                                                                                                                                                                                                                                        \\\\\
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           E/OH
                                                                                                                                2

                                                                                                                                                                                                |
                                                                                                                                                                                                                           H                                             \ \\\\                                                                                                                                                                                                                                >
                                                                                                                                                                                                                                                             >                                                                                                                                                                                                                \\\\\                        >
                                                                                                                                                                                                                                                                                            \\\\\
                                                                                                                                                                                                                                                                                                                                                                                                                                                   \\\\\
                                                                                                                                                                                                                                                                              >                                            \ \\\\                                                                                        \\\\\                  | | | | | | | |                             >
                                                                                                                                                                                                                                                                                                >                                                                                                                                        | |                                  >
                                                                                                                                                                                                                                                                                                                               >     | |
                                                                                                                                                                                                                                                                                                                                     | |                                                             | | | |         >
                                                                                                                                                                                                                                                                                                                                                                                                                          | |
                                                                                                                                                                                                                                                                                                                                                                                                                                           >
                                                                                                                                                                                                                                                                                                                                                                                                                                                               >                            E/OH

                                                                                                                                                                                                                                                         E/O
                                                                                                                                                                                                                                                            H
                                                                                                                                                                                                                                                                                                    SSD - 115m
                                                                                                                                                                                                                                                                                                                                                                                         | | | |                     | |
                                                                                                                                                                                                                                                                                                                                                                                                                                               E/OH




                                                                                                                                                                                                                                                                                                                                                                                |
                                                                                                                                                                                                                                                                                                                                                                            |
                                                                                                                                                                                                                                                                                                                                                                    |
                                                                                                                                                                                                                                                                                                                                                              |
                                                                                                                                                                                                                                                                                                                                    ||


                                                                                                                                                                                                                                                                                                                                                        |
                                                                                                                                                                                                                                                                                           E/O                                                                          E/OH




                                                                                                                                                                                                                                                                                                                                                        |
                                                                                                                                                                                                                                                                                               H




                                                                                                                                                                                                                                                                                                                                ||


                                                                                                                                                                                                                                                                                                                                                  |
                                                                                                                                                                                                                                                                                                                                            | |
                                                                                                                                                                                                                                                                                                                                     | | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         AVAILABLE




                                                                                                                                                                                                                                                                                                                    | | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SSD 151m




                                                                                                                                                                                                                                                                                                                   |
                                                                                                                                                                                                                                                                                                                    E/OH
                                                                                                                                                                                                                                                                                                               | | |
                                                                                                                                                                                                                                                                                                              |
                                                                                                                                                                                                                                      EXISTING POWER




                                                                                                                                                                                                                                                                                                          | | | | | |
                                                                                                                                                                                                                                      POLE TO REMAIN


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      m
                                                                                                                                                                                                                                                                                                      E/OH

                                                                                                                                                                                                                                                 1                                                                                                                                                                                                                                                                                                                                   Downhill Grade =                                                5%
                                                                                                                                                                                                                                                                                                     //



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Design     Rt (sec)                                            Rt (sec)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Speed
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    km/hr        1.5                                                    2
                                                                                                                                                                                                                                                                                                //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     90          140                                                   153                                                    VIEW SOUTH
                                                                                                                                                                                                                                                                                                                                              |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     80          115                                                   126
                                                                                                                                                                                                                                                                                                                                              | | | |




                                                                                                                                                                                                                                                                                                                                                                                                                         | |
                                                                                                                                                                                                                                                                                                                                                                                                                            | |


                                                                                                                                                                                                                                                                                                                                                                                                                                           //
                                                                                                                                                                                                                                                                                                                                                   |
                                                                                                                                                                                                                                                                                                                                                  | | |




                                                                                                                                                                                                                                                                                                                                                                                                                                  | |
                                                                                                                                                                                                                                                                                                                                                        | | |




                                                                                                                                                                                                                                                                                                                                                                |




                                                                                                                                                                                                                                                                                                                                                                                                                                     | |
                                                                                                                                                                                                                                                                                                                                                                    |
                                                                                                                                                                                                                                                                                                                                                                        |
                                                                                                                                                                                                                                                                                                                                                                            |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Uphill Grade =                                                 5%
                                                                                                                                                                                                                                                                                                                                                                                |
                                                                                                                                                                                                                                                                                                                                                                                    ||
                                                                                                                                                                                                                                                                                                                                                                                         |




                                                                                                                                                                                                                                                                                                                                                                                             |   |




                                                                                                                                                                                                                                                                                                                                                                                                                                         | | |
                                                                                                                                                                                                                                                                                                                                                                                                 |   |




                                                                                                                                                                                                                                                                                                                                                                                                                                                      //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Design     Rt (sec)                                            Rt (sec)
                                                                                                                                                                                                                                                                                                                                                                                         | | |




                                                                                                                                                                                                                                                                                                                                                                                                                                               |
                                                                                                                                                                                                                                                                                                                                                                                                                                               | |
                                                                                                  >




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Speed
                                                                                                                                                                                                                                                                                                                                                                                         | | | |




                                                                                                                                                                                                                                                                                                                                                                                                                                                   | | |

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    km/hr        1.5                                                    2                                                            PLAN
                                                                                                                                                                                                                                                                                                                                                                                                         | |
                                                                                                  >




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     //
                                                                                                                                                                                                                                                                                                                                                                                                                                                      |
                                                                                                                                                                                                                                                                                                                                                                                                                |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     90          115                                                   128                                                  SCALE 1:500 (A1), 1:1000 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                          | | |




                                                                                                                                                                                                                                                                                                                                                                                                                                                           | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                               | |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     80          95                                                    106
                                                                                                                                                                                                                                                                                                                                                                                                               | |




                                                                                                                                                                                                                                                                                                                                                                                                                                                      | | |
                                                                                                  >




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   | |
                                                                                                                                                                                                                                                                                                                                                                                                                    | |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0   10          20           30           40     50 Meters
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              //
                                                                                                                                                                                                                                                                                                                                                                                                                     | |




                                                                                                                                                                                                                                                                                                                                                                                                                                                           |



                                                                                                                                                                                                                                                                                                                                                                                                                                                                      | | |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               STOPPING SIGHT DISTANCE CLACS
                                                                                                                                                                                                                                                                                                                                                                                                                                                           | |
                                                                                                                                                                                                                                                                                                                                                                                                                            | |
                                                                                                      >




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Posted Speed      =     80km/hr
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          |
                                                                                                                                                                                                                                                                                                                                                                                                                          |




                                                                                                                                                                                                                                                                                                                                                                                                                                                               | ||




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SCALE 1:500 (A1), 1:1000 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          | | |
                                                                                                                                                                                                                                                                                                                                                                                                                            |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      //
                                                                                                                                                                                                                                                                                                                                                                                                                                 |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Design Speed      =     90km/hr
                                                                                                                                                                                                                                                                                                                                                                                                                                 | | |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    |


                                                                                                                                                                                                                                                                                                                                                                                                                                                                              |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     | ||




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               d                 =     0.36 desirable
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              | |
                                                                                                         >




                                                                                                                                                                                                                                                                                                                                                                                                                                     |




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 SITE DISTANCE PLAN
                                                                                                          FOR APPROVAL                                    Date: July 2022                                                                                                                                                                  26 Memorial Avenue, Cotton Tree                                                                                                         PROPOSED SUBDIVISION ESTATE
                                                                                                                           NOT FOR CONSTRUCTION                                                                                                                                                                                            PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                                                                                                                                                                                                                                            Revision      Sheet
                                                                                                                                                       Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                                                                                                                           Tel (07) 5475 4125 Fax (07) 5479 1607
                                                                                                                                                                                                                                                                                                                                           Email: [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   at 96 BLACK MOUNTAIN RANGE ROAD, BLACK MOUNTAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            A6682/22/P04                                                                                                                                                                                     A       4 of 5
                                                                                                                          STEPHEN ROBERTS
  A    28/11/2022   ISSUE FOR APPROVAL                                                   S.T.     S.R.
                                                                                                             .......................
                                                                                                                 DIRECTOR APPROVAL                          Datum AHD
                                                                                                                                                                                                                                                                                                                                           Web: http://www.alta.net.au                                                                                                             for BRETT HAGE
 REV    DATE                             DESCRIPTION                                     BY       CHKD           RPEQ - 7665                                 A1 SHEET SIZE                                  FILENAME : A6682-P04 ROADWORK SITE DISTANCE PLAN.dwg - DATE : 28/11/22 - 3:55pm - XREF's: X-Base; X-Survey; X-DCDB; X-Image; H-Approved-SR; H-Checked-SR                                                                                                                                                                                                                                                    Council Ref: ............


[OCR of page images]
    

DOWNHILL GRADE 5%

EXISTING ROAD CENTER LINE

  
 
   
   
   
   
 

POSTED SPEED = 80km/hr
RADIUS = 167m
SUPERELEVATION = 5%
SIDE FRICTION = 0.25

OK FOR POSTED SPEED
UPHILL GRADE 5%

  

LEGEND:

--=--=-59-.....-- FINISHED SURFACE CONTOURS
—-—~59-_-- _ EXISTING SURFACE CONTOURS
| PROPOSED 2 COAT SEAL DRIVEWAY

PROPOSED VEGETATION COVENANT

 

AVAILABLE
SSD 115m

 

 

VIEW NORTH

 

 
 

 

 

 

 
    
 

  

 
 
   
  
 
 
 
  
 

  
     
   
 
 
  
 
 
 
  
 

   
 

    
 

    
 

   
      
  
 

  
  
 

  
  
  
     

 

 

 

 

 

 

 

 

 

 

 

a AVAILABLE
[oo SSD 151m
/ ar Be
| EXISTING POWER
; ot POLE TO REMAIN
| Son
/ i
/ Downhill Grade =
Design Rt (sec)
Speed
/ km/hr 15 2
90 140 183 VIEW SOUTH
80 115 126
Uphill Grade = 5%
Design Rt (sec) Rt (sec)
Speed
km/hr 15 2 PLAN
90 115 128 SCALE 1:500 (A1), 1:1000 (A3)
80 95 106
0 10 20 30 40 50 Meters
STOPPING SIGHT DISTANCE CLACS
Posted Speed = 80km/hr SCALE 1:500 (A1), 1:1000 (A3)
Design Speed = 90km/hr
d = 0.36 desirable
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUGFION PURPOSES. | Design: ALTA PROJECTS PROJECT: OAS WORK SITE DISTANCE PLAN
Drawn:
A.B.N. 611355330
Date apNertsssso =| PROPOSED SUBDIVISION ESTATE
PO Box 559, Cotton Tree, QLD, 4558 Revision neat
checked: r Tel on) 5475 128 Fax (07) 5479 1607 at 96 BLACK MOUNTAIN RANGE ROAD, BLACK MOUNTAIN DRAWING No: 96689/22/P04 A | bof 5
° ENGINEERING : DESIGN : MANAGEMENT = ='ail: [email protected] © This plan is Copyright. Other then for the purposes of and subject to the conditions yreseribed under the
fava serena wx | os Soa Web: hepa ata netau for BRETT HAGE CaM dela Stl eid yh car ta ate! pr
—— srten permission of ALM Projects, Al inelecal property remains within A174 Projects. ll enquiries shoal
REV | DATE DESCRIPTION By | CHKD ‘At SHEET SIZE FILENAME : AG682-PO4 ROADWORK SITE DISTANCE PLAN dug - DATE : 28/11/22- 3:55pm - XREF's: X-Base; X-Survey, X-DCDB; Xmage; H-Approved-SR; H-Checked-SR Council Ref: de directed to ALTA Projects.

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 5

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED 2 COAT SEAL DRIVEWAY




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED VEGETATION COVENANT




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                                                                                                                                                                                                                                                                                                                                                            EXTENT OF LOT 1
                                                                                                                                                                                                                                                                                                                                                            DRIVEWAY ACCESS




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                                                                                                                                                                                                                                                                                                                                                                                                                      FUTURE DRIVEWAY ACCESS BY BUILDER
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                                                                                                                                                                                                                                                                            EXTENT OF LOT 2
                    OU




                                                                                                                                                                                                                                                                            DRIVEWAY ACCESS
                M
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                                                                                                                                                                                                         PLAN
                                                                                                                                                                                            SCALE 1:100 (A1), 1:200 (A3)




                                 EXISTING                                                        PROPOSED                                                                                                FUTURE DRIVEWAY
                          BLACK MOUNTAIN RANGE                                                DRIVEWAY ACCESS                                                                                               AS PART OF
                                   ROAD                                                                                                                                                                   BUILDING WORKS                                                                                                                                        EXISTING                                   PROPOSED DRIVEWAY ACCESS                  FUTURE DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                         BLACK MOUNTAIN RANGE                                                                           AS PART OF
                                                                                                                      -3.6%                                              -8.6%                                                                                                                                                                                    ROAD                                                                                BUILDING WORKS
                                                                                                                                                                                            -12.3%
                                                                                                                                                                                                                                     -17.9%                                                                                                                                                                      0.9%                 -6.6%
                                                                                                                                                                                                                                                                                                                                                                                                                                                            -4.6%



               Datum 198.00                                                                                                                                           375Ø RCP CLASS 3                                                                                                                                                            Datum 198.00
                                                                                                                                                                      DRIVEWAY CULVERT
                2                                                                                                                                                                                                                                                                                                                                  1                                                                            375Ø RCP CLASS 3
                                                                                                                                                                                                                                                                                                                                                                                                                                DRIVEWAY CULVERT
                SCALE: 1:100                                                                                                                                                                                                                                                                                                                       SCALE: 1:100




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0          2          4           6           8              10 Meters

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SCALE 1:100 (A1), 1:200 (A3)
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 DRIVEWAY DETAILS
                                                                                                                                                                                   FOR APPROVAL Date: July 2022                                                                                                                                                 26 Memorial Avenue, Cotton Tree            PROPOSED SUBDIVISION ESTATE
                                                                                                                                                                                           NOT FOR CONSTRUCTION                                                                                                                                                 PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                                      Revision          Sheet
                                                                                                                                                                                                                               Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                                                                                                                                                Tel (07) 5475 4125 Fax (07) 5479 1607
                                                                                                                                                                                                                                                                                                                                                                Email: [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                           at 96 BLACK MOUNTAIN RANGE ROAD, BLACK MOUNTAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                        DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    A6682/22/P05                                                                          A              5 of 5
                                                                                                                                                                                          STEPHEN ROBERTS
  A      28/11/2022       ISSUE FOR APPROVAL                                                                                                 S.T.                 S.R.
                                                                                                                                                                                   .......................
                                                                                                                                                                                       DIRECTOR APPROVAL                               Datum AHD
                                                                                                                                                                                                                                                                                                                                                                Web: http://www.alta.net.au                for BRETT HAGE
 REV         DATE                                         DESCRIPTION                                                                        BY                CHKD                    RPEQ - 7665                                     A1 SHEET SIZE               FILENAME : A6682-P05 ROADWORK DRIVEWAY DETAILS.dwg - DATE : 28/11/22 - 3:59pm - XREF's: X-Base; X-Survey; H-Approved-SR; H-Checked-SR                                                            Council Ref: ............

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