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Appendix E - Engineering Report & Plans

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PAVEMENT DETAILS




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                                                                                                                                                                       E/OH
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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
                                                                                                                                                                                                                 E/O
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            THE SUPERVISING ENGINEER.

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                                                                                                                                                                                                                                              EXISTING POWER

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                                                                                                                                        \\\\\                                                                                                 POLE TO REMAIN
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                                                                                                                                                                                   H
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                                                                                                                                                                                E/O
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                                                                                                                                                                                                                                                                                                                                                                             EXISTING
                                                                                                                                                                                                                                                                                         BUILDING                                                                            DWELLING
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                                                                                                                                                                                                                                                                                         ENVELOPE
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1
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                                                                                                                                        H
                                                                                                                                   E/O
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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
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                                                                                                                                                                                                                                           PIT TO BE RELOCATED
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TO LEVEL SPREADER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CAP BOTH ENDS
                                                                                                                                                                                                                                       LOT 2
                                                                                                                                                                                                                                       DRIVEWAY ACCESS                                                                                                                                                                                                                                                                                                                                             PROVIDE 6-50Ø HOLES TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SPREAD OUTLET FLOWS


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   6m 150Ø uPVC ROOFWATER
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                                                                                                        BUILDING
                                                                                                        ENVELOPE                                                                                                                     PROPOSED WATER TANK
                                                                                                                                                                                                                                     SIZE AND LOCATION TO BE                                                                                                                                                                                                                                                                                                                                                   OUTLET SPREADER ELEVATION
                                                                                                                                                                                                                                     DETERMINED DURING BUILDING DESIGN                                                                                                                                                                                                                                                    2
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            NTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                         >                           >              >             >   >
                                                                                                                                                                                                                                                                                                                                                                                                              >                   >                                                                                           >       >
                                                                                                                                                                                                                                       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
                                                                                                                                           PRELIMINARY                                                                                          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                                                                                    3 of 4
                                                                                                                                             .......................
                                                                                                                                                 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 : 19/7/22 - 10:55am - XREF's: X-Base; X-Survey; X-DCDB; X-Image                                                                                                                                                                 Council Ref: ............
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