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Attachment 2 - Revised Engineering Plans

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PAVEMENT DETAILS




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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




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




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                                                                                                                                                                                                                               H
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                                                                                                                                                                                                                                                                           EXISTING POWER                                                                                                                                                                                                                                                                                                                              THE SUPERVISING ENGINEER.

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                                                                                                                                                                                                                                                                           POLE TO REMAIN


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                                                                                                                                                                                                                                                                                                                                                                                        EXISTING
                                                                                                                                                                                                                                                                                                                                                                                        DWELLING
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DRW
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED WATER TANK
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SIZE AND LOCATION TO BE
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                                                                                                                                                                                                                                                      LOT 1                                                                                                                                                                                                                                                          DETERMINED DURING BUILDING DESIGN
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                                                                                                                                                                                                                                                      DRIVEWAY ACCESS
                       375Ø RCP CLASS 3                                                                                                                                                                                                               EXISTING TELSTRA LINE AND                                                                                                                                                                                                                                  PROPOSED LEVEL SPREADER FOR TANK OVERFLOW
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                      DRIVEWAY CULVERT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CONNECT OVERFLOW PIPE
                                                              D

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                                                                                                                                                                                                                                                      PIT TO BE RELOCATED
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      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

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                                                                                                                   BUILDING
                                         NT




                                                                                                                   ENVELOPE                                                                                                                     PROPOSED WATER TANK
                                         OU




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


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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       NTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >                           >              >             >   >
                              C




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                          BLA




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                                                                                                                                                                                                                                                  PROPOSED LEVEL SPREADER FOR TANK OVERFLOW                                                                                                                                                                                                                                                          >
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >      >   >           >                                                                                     ROOFWATER
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    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: ............
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