Skip to the record
Accept no substitutions.

Original source · versioned page text

Engineering Drawings

of 24

Original PDF page 8, section 3. The text section number identifies this passage in the reader.

\
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               FOR DETAILS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       \
                                                                                                                                                                                                           Bins               Bins
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           BLOCKWORK RETAINING WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       \
                                                                                                                                                                                                D.P
                                                                                                                                                D.P




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       \
                                                                                                                                                                                               D.P
                                                                                                                                               D.P




                                                                                                                                                                                                                                                        RL 5.70                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           REFER STRUCTURAL DWGS FOR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       \
                                                                                                                                                                                                      COMMERCIAL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       \
         LEGEND:                                                                                                                                                                                      BINS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DETAILS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Datum 3.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       \
                                          FINISHED SURFACE CONTOURS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       \
                                                                                                                                                                                                                                                     CARPARK




                                          EXISTING SURFACE CONTOURS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                4                                         SECTION B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       \
                                                                                                                                                                                                                                                                                      ||




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       \
                                                                                                                                                                                                                                                                                           |




                                                                                                                                                                                                                                                                                               |
                                                                                                                                                      ENERGEX                                                                                                                                      | |
                                                                                                                                                                                                                                                                                                                                                                                  Brigade Booster
                                                                                                                                                      Pad Mount
                                                                                                                                                                                                                                                                                                         | |
                                                                                                                                                                                                                                                                                                               | |                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1                                                                                                                                                             2No. 900x900
                                                                                                                                                                                                                                                                          EXIT




                                                                                                                                                                                                                                                                                                                     | |                                                              Cabinet
                                                                                                                                                      Transformer                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SCALE: 1:50
                                                                                                                                                                                                                                                                                                                           |




                                                                                                                                                                                                                                                                                                                               | |
                                                                                                                                                                                                                                                                                                                                     |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 GRATED INLET PITS
                                                                                                                                                                                                                                                                                                                                         |




                                                                                                                                                                                                                                                                                                                                             |
                                                                                                                                                                                                                                                                                                                                                 ||
                                          PROPOSED CONCRETE DRIVEWAY.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       /
                                                                                                                                                                                                                                                                                                                                                      ||
                                                                                                                                                                                                                                                                                                                                                           |




                                                                                                                                                                                                                                                                                                                                                               |   |
                                                                                                                                                                                                                                                                                                                                                                       | | | | | | | | | | | | | | | | | | | | |           |




                                                                                                                                                                                                                                                                                                                                                                                                                    | | | | |
                                                                                                                            S                                                     S                                  S                                         S                                                           S                                                                       S                                                                                                            S                                                                                                                                                                                                                                                                                                                         S               S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CARPARK                                            BIO BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CONNECTION TO EXISTING                                                                  RL 5.70    RL 5.60
                                          PROPOSED CONCRETE FOOTPATH.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ROAD GULLY PIT. REFER                                                                                  RL 5.30                                     450Ø MIN HOLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            BLOCKWORK RETAINING WALL                                                                                             BETWEEN PITS
                                                                                                                                                                                                              5                                                                                                                                                                                                                                                                                                           5                                                                                                                                                                                                                                                                                                                   LONGITUDINAL SECTION
                                          PROPOSED BIO BASIN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  FOR DETAILS                  REFER STRUCTURAL DWGS FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              DETAILS                                                                                0.144
                                                                                                   W100     W                         W100 W                                               W100
                                                                                                                                                                                            W                                              WW100                                  W   W100                                                                              W            W100                                                       W                                            W100                                                                W                                                                                                                                                                                                                                                                                W              W

                                          PROPOSED DRAINAGE NETWORK                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Datum 4.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EP                                                                                                                                                                                                                                                                                                    6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RL 3.79
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     450Ø OUTLET PIPE
                      W100                PROPOSED 100Ø WATER MAIN                                              E                E                          E                              E                         E                           E                    E                              E                                                         E                                   E                                                         E                                                                 E                                                                                                                                                                                                                                                                                                                  1                           SECTION A
                                          EXISTING WATER MAIN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           375Ø INLET PIPE
                        W                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SCALE: 1:50
                        S                 EXISTING SEWER MAIN
                        E                 EXISTING ELECTRICITY                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BLOCKWORK RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               REFER STRUCTURAL DWGS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0                                                       2                                                                                                                                                                                                                                                                                  4          6       8       10 Meters                                                                                                                        FOR DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0             1                2               3             4       5 Meters
                                                                                                                                                                                                                                                                                                                               PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SCALE 1:100 (A1), 1:200 (A3)                                                                                                                                                                                                                                                                                             SCALE 1:50 (A1), 1:100 (A3)
                                                                                                                                                                                                                                                                                      SCALE 1:100 (A1), 1:200 (A3)
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
                                                                                                               PURPOSES.
                                                                                                                       SWT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROJECT:                                                                                                DRAWING TITLE:
                                                                                                                                                                                                                                                                                                                                                                              ALTA PROJECTS
                                                                                                                                Drawn: SWT
                                                                                                                                                                                                                                                                                                                                                                              A.B.N. 611355330                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         STORMWATER LAYOUT PLAN
                                                                                    FOR APPROVAL                                 Date: DEC 2017                                                                                                                                                                                                                               26 Memorial Avenue, Cotton Tree                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED COMMERCIAL DEVELOPMENT
                                                                                        NOT FOR CONSTRUCTION                                                                                                                                                                                                                                                                  PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Revision     Sheet
  C    28/01/2021   ISSUE FOR APPROVAL                                S.T.   S.R.                                          Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                                                                                                                                                              Tel (07) 5475 4125 Fax (07) 5479 1607                                                                                                                                                                                                                                                                                                                                                                                                            at 30-32 DOONELLA STREET, TEWANTIN QLD                                                                  DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        A6035/21/D01                               C         1 of 2
  B    27/01/2021   ISSUE FOR APPROVAL                                S.T.   S.R.      STEPHEN ROBERTS
                                                                                                                                                                                                                                                                                                                                                                              Email: [email protected]
  A
  1
       21/01/2021
       18/01/2021
                    ISSUE FOR APPROVAL
                    CO-ORDINATION ISSUE
                                                                      S.T.
                                                                      S.T.
                                                                             S.R.
                                                                             SR
                                                                                    .......................
                                                                                        DIRECTOR APPROVAL                        Datum AHD
                                                                                                                                                                                                                                                                                                                                                                              Web: http://www.alta.net.au                                                                                                                                                                                                                                                                                                                                                                                                                      for DONNELLA STREET PTY LTD
 REV    DATE                              DESCRIPTION                 BY     CHKD       RPEQ - 7665                                  A1 SHEET SIZE                                         FILENAME : A6035 - D01 STORMWATER LAYOUT PLAN.dwg - DATE : 28/1/21 - 4:33pm - XREF's: X-Base; X-Survey; H-Approved-SR; H-Checked-SR                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Council Ref: ...................

Log in to download the original (Engineering Drawings.pdf)

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.