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A6578-20-P02 [A] Roadwork Layout Plan

From the archive Alta Engineering Drawings.zip (folder Engineering Drawings). File date in the archive: 2021-03-05 05:31.

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Plans and drawings

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LEGEND:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            FINISHED SURFACE CONTOURS
                           \ \\
                            \\                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EXISTING SURFACE CONTOURS

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED CONCRETE DRIVEWAY



                                                                     E/OH
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED GRAVEL TRANSITION

                                                                          >
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED LEVEL SPREADER FOR TANK OVERFLOW
                                                                                                             >
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROPOSED WATER TANK
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                                                                                                                                   E/OH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SIZE AND LOCATION TO BE DETERMINED
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DURING BUILDING DESIGN
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                                                                                                                                                                                                                                                                                                                                                   ROCK GABION RETAINING WALL
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                                                                                                                                                                                                                                                                                                                                                   2.5m HIGH MAX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           BUILDING
                                                                                                                                                                     E/OH




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ENVELOPE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               3.5m
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DRIVEWAY ACCESS
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                                                                                                                                                                            6m




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                                                                                                                                                                                                              |                                                                                                                                                      | |                                                                                                                              CONTROL LINE                                                                                               CONNECT OVERFLOW PIPE
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                                                                                                                                                                                                                                                                                                                                        | |   | | | | | |
                                                                                                                                                                                                                           |   |                                                                                               |    |                                                                                                                                                                                                                                                                            TO LEVEL SPREADER
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                                                                                                                                                                                                                                       | | |                                                                           | | |                                                                                                                                                                                                                                                                                                                                     CAP BOTH ENDS
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                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING
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                                                                                                                                                                                                                       ||                          |   | |      | | | | | | | | | | | | | | | | | |                                                                                                               DWELLING                                                                                                                                                                               PROVIDE 6-50Ø HOLES TO
                                                                                                                                                                  >




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                                                                                                                                                                                                                                              | | |          E/OH                                                                                                                                                                                                                                                                                                                                        SPREAD OUTLET FLOWS
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                                                                                                                                                                                                                      H
                                                                                                                                                                                                                  E/O




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      6m 150Ø uPVC ROOFWATER
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                                                                                                                                                                                                                                                                                                                                                  GRAVEL TRANSITION FROM PROPOSED CONCRETE
                                                                                                                                                   >




                                                                                                                                                                                                                                                                    ROCK GABION RETAINING
                                                                                                                                    \\\\\




                                                                                                                                                                                                                                                                       WALL 1.2m HIGH MAX                                                         DRIVEWAY TO EXISTING GRAVEL ACCESS                                                                                                                                                                                                                                 OUTLET SPREADER ELEVATION
                                                                                                     \\\\\
                                                                   D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              NTS
                                                                                                                                                                                  H
                                                                                                                                        >




                                                                                                                                                                                 E/O
                                                           OA




                                                                                                                                                                                                                                          EXISTING POWER
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                                                                                                                                                                                                                                          POLE TO REMAIN
                                                     ER
                                           NG


                                                                                                             \
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ROOFWATER
                                     RA

                                                                                 \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          INLET
                                                                                                                                      H
                                                                                                                                   E/O
                              N
                           TAI

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                                                                                              \\
                        UN
                    MO


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               CK

                                          \ \\
         BLA


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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           RAINWATER TANK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1.0m MIN

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            OUTLET SPREADER

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

                                                                                                                                                                                                                                                                                                                          0                   10                    20                    30                      40                             50 Meters
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       MIN 5m² 150mm NOM
                                                                                                                                                                                                                                                                                                                                                         SCALE 1:500 (A1), 1:1000 (A3)                                                                                                                                                                ROCK ON GEOFABRIC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TYPICAL RAINWATER TANK OUTLET SPREADER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      NTS

NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
                                                                                                               PURPOSES.
                                                                                                                       SWT                                                                                                                                                                                                                                                                                                                                                                                                  PROJECT:                                                                                 DRAWING TITLE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ALTA PROJECTS
                                                                                                                                                                                                                                                                                               Drawn: SWT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          A.B.N. 611355330                                                                                                           ROADWORK LAYOUT PLAN
                                                                                                                                                                                                                                        FOR APPROVAL                                            Date: July 2020                                                                                                                                                                           26 Memorial Avenue, Cotton Tree   PROPOSED SUBDIVISION ESTATE
                                                                                                                                                                                                                                                   NOT FOR CONSTRUCTION                                                                                                                                                                                                                   PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                   Revision       Sheet
                                                                                                                                                                                                                                                                                          Checked:. . . . . . . . . . .                                                                                                                                                                   Email: [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            at 108 BLACK MOUNTAIN RANGE ROAD, BLACK MOUNTAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Tel (07) 5475 4125 Fax (07) 5479 1607                                          DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     A6578/20/P02                                                                A           2 of 6
                                                                                                                                                                                                                                               STEPHEN ROBERTS
  A    26/02/2021   ISSUE FOR APPROVAL                                                                                                                                                       S.T.                     S.R.
                                                                                                                                                                                                                                         .......................
                                                                                                                                                                                                                                             DIRECTOR APPROVAL                                  Datum AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Web: http://www.alta.net.au       for TOTAL CONCEPT HOMES
 REV    DATE                                               DESCRIPTION                                                                                                                       BY                   CHKD                       RPEQ - 7665                                         A1 SHEET SIZE                                 FILENAME : A6539-P02 ROADWORK LAYOUT PLAN.dwg - DATE : 4/3/21 - 4:34pm - XREF's: X-Base; X-Survey; X-DCDB; X-Image; H-Approved-SR; H-Checked-SR                                                                               Council Ref: ............


[OCR of page images]
FINISHED SURFACE CONTOURS
EXISTING SURFACE CONTOURS

PROPOSED CONCRETE DRIVEWAY

PROPOSED GRAVEL TRANSITION

PROPOSED LEVEL SPREADER FOR TANK OVERFLOW,
PROPOSED WATER TANK’

SIZE AND LOCATION TO BE DETERMINED.
DURING BUILDING DESIGN

ROCK GABION RETAINING WALL
2.5m HIGH MAX.

Pv es | ACCESS
CONTROL LINE CONNECT OVERFLOW PIPE
as a TO LEVEL SPREADER
:
DWELLING

CAP BOTH ENDS
PROVIDE 6-509 HOLES TO [

SPREAD OUTLET FLOWS —

ROCK GABION RETAINING GRAVEL TRANSITION FROM PROPOSED CONCRETE ~
DRIVEWAY TO EXISTING GRAVEL ACCESS . OUTLET SPREADER ELEVATION

4 NTS
EXISTING POWER —_
POLE TO REMAIN _
, 7 ROOFWATER
aa INLET
os 7

) ~ > ; -
os 5 7 = 6m 150 uPVC ROOFWATER |

ey
.

RAINWATER TANK
1.0m MIN

OUTLET SPREADER

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

30 40
MIN 5m? 150mm NOM
ROCK ON GEOFABRIC
TYPICAL RAINWATER TANK OUTLET SPREADER

NOTE: DRAWINGS MARKED "FOR CONSTRUCTION’ BEARING AN ORIGINAL SIGNATURE SHALL BE ALTA PROJECTS PROJECT: DRAWING TITLE:

y ABN 611955590 ee | PROPOSED SUBDIVISION ESTATE
f Tel (07) 8475 4199 Fax (67) 479 1607] at 108 BLACK MOUNTAIN RANGE ROAD, BLACK MO
eer | [co |

fe... ENGINEERING ; DESIGN ; MANAGEMENT Mail. [email protected]

Web: https/www alta.netau for TOTAL CONCEPT HOMES

‘Al SHEET SIZE FILENAME : AB539:P02 ROADWORK LAYOUT PLAN Gug DATE: 4/321 4:34pm - XREFs: XBase; XSuvey, X-DCDB, Ximage; HApproved-SR; H-Checked SR

7.
DESCRIPTI

 
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