Skip to the record
The only place to find full transcripts.

Council archive · source document

RFI - Attachment 6 - Amended Civil Engineering Report · MCU22/0094

of 61

Text shows just the words. Original shows the document exactly as it was published.

Very large file (15.5 MB): the original may take a few minutes to open or download. The page text below is quick to read.

Original PDF page 24, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 LEGEND                        PROPOSED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PROPERTY BOUNDARY
                                                                                                                                                                                                               2                                                                                                                                                                                                                                                                                                                                                    25.2
                                                                                                                                                         MAX. 0.8m HIGH                                        -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5.00                                CONTOUR
                                                                                                                                                         RETAINING WALL                                                                           TOW 5.70                                                                                                                                                                                                                                                                        BUILDING
                                                                                                                                                                                                                                                          II
                                                                                                                                                                                                                                                         5.4                                                                                                                                                                                                                                                                     CONCRETE
                                                                                                                                                                                                                     TOW 5.335.2
                                                                                                                                                                                                                          II
                                                                                                                                                                                                                                       II
                                                                                                                                                                                                                                       RET            WALL
                                                                                                                                                                                                        II     5.0RET          WALL               BOW 4.90                                                                                                                                                                                                                                                                         KERB
                                                                                                                                                                                     II        WALL                  BOW 4.90




                                                                                                                                                                                                                                                                       II
                                                                                                                                                                                      RET                                                                                                                                                                                                                                                                                                                                  KERB AND CHANNEL
                                                                                                                                                                         WA4.8
                                                                                                                                                                    II     LL




                                                                                                                                                                                                                                                                       RET
                                                                                                                                              II         RET




                                                                                                                                                                                                                                                                        4.8
                                                                                                           II
                                                                                                                            II                                                                                                                                                                                                                                                                                                                                                                                                  FLUSH KERB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               8   8     8    8    8
                                                                                           II
                                                                                                                      4.6                                                                                                                                                                                                                                                                                                                                                                                                         BARRIER




                                                                                                                                                                                                                                                                        WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SW                          STORM WATER MAIN




                                                                                                                                                                                                                                                                             II
                                                                                                                                                                                                                                                                                                        MAX. 0.8m HIGH                                                                                                                                                                            W                            WATER MAIN


                                                                 4.2
                                                                                                                                                                                                                                                                                                        RETAINING WALL                                                                                                                                                                            S                            SEWER MAIN
                                          4.0



                                                                                                                                                                                                                                                                                                                                                                              EARTHWORKS TABLE




                                                                                                                                                                                                                                                                             RET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  T                           TELSTRA CABLE




                                                                                                                                                                                                                                                                               II
                                                                 WALL 4.4                                                                                                                                                                                                                                                                                                                                                                                                                         E                          U/G ELECTRICITY




                                                                                                                                                                                                                                                                                   5.0
                                                                                                                                                                                                                                                                               WALL
          MAX. 0.5m HIGH                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     O/H ELECTRICITY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             N
          RETAINING WALL                                                                                                                                                                                                                                                                                                                                                         SITE                  STRIP (m³) CUT (m³)    FILL (m³)      IMPORT                                RET                  WALL                  RETAINING WALL                  RET            WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             LANDSCAPE WALL
                                                                                                                                                                                                                                                                                                                                                                                                       (200 DEEP)                             (m³)




                                                                                                                                                                                                                                                                                    II
                                                                                                                                                                                                                                                                                   RET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            TOP OF WALL LEVEL                 TOW 22.22
                                                                 RET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          BOTTOM OF WALL LEVEL                BOW 22.22
                                                                                                                                                                                                                                                                                         TOW 5.21
                                                                                                                                                                                                                                                               BOW 4.88                                                                                                                                                                                                                                                        SWALE DRAIN




                                                                                                                                                                                                                                                                                      WALL
                                                                                                                                                                                                                                                                                                                                                                               SITE EARTHWORKS            480       185          305          120
                                                                        TOW 4.72
                                    3.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TOP OF BATTER




                                                                                                                                                                                                                                                                                         II
                                                                      4.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             FACE OF BATTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TOE OF BATTER




                                                                                                                                                                                                                                                                                         RET
                                                           BOW 4.22




                                                                                                                                                                                                                               BUILDING                                                                                                                                                                                                                                                                                            CUT AREA




                                                                                                                                                                                                                                                                                             II
                                                                                                                                                                                                                               FFL 5.000




                                                                                                                                                                                                                                                                                             WALL
                                                                                                                                                                                                                               BEL 4.780                                                                                                                                                                                                                                                                                            FILL AREA




                                                                                                                                                                                                                                                                                                   II
                                                                                                                                                                                                                                                                                                 RET
                                                                                                     4.4




                                                                                                                                                   4.6




                                                                                                                                                                                                                                                                                                    WALL
                      1




                                                                                                                                                                                                                                                                                                       II
                                                                 4.0WALL




                      -




                                                                                                                                                                                                                                                                                                       RET
                                                                 4.2




                                                                                                                                                                                                                                                                                                                                                                                                                          FINISHED SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                          LEVEL
                                                                 RET




                                                                                                                                                                                                                                                                                                           II
                                                                                                                                                                                                                                                                                                                                                                                150 CONCRETE SLAB




                                                                                                                                                                                                                                                                                                           WALL
     BIO BASIN. REFER DWG                                                                                                                                                                                                                                                                                                                                                                100 CBR 15
                                                                                                                                                                                                                                                                                                                                                                                                                          BULK EARTHWORKS
S   No. CP.1.01 FOR DETAILS.                                                                                                                                                                                                                                                                                                                                                                                              LEVEL




                                                                                                                                                                                                                                                                                                                  II
                                                                                                                                                                                                                                                                                                             RET
                                                                                                4.0
                                                                                                 3.8
                                                                                                  3.6




                                                                                                                                                                                                                                                                                                                  WALL
                                                                                                                                                                                                                                                                                                 4.6
                  S
                                                                                                                                                                                                                                                                                                                                                                                        TYPICAL CARPARK WORKING PLATFORM DETAIL




                                                                                                                                                                                                                                                                                                                    4.I6I
                                                                                                                                                          4.6
                                                                                                           4.2




                               S                                                                                                                                                                                                                                                                                                                                                        N.T.S.




                                                                                                                                                                                                                                                                                                                          II
                                                               SW




                                                                                                                                                                                                                                                                                                                                                                                                                          FINISHED FLOOR
          LANDSCAPE WALL                                                                   S                                                                                                                   4.6
                                                                                                                                                                                                                                                                                                                                                                                                                          LEVEL - FFL
                                                                                                                                   4. 4                                                                                                                                                                                                                                         100 CONCRETE SLAB
                                                                                                                                                   II




                                                                                                                                                                                                                                                                                                                           RET
               BY OTHERS.
                                                                            4.0
                                              SW




                                                                                                           S                                                                                                                                                                                                                                                                               20 SAND




                                                                                                                                                                                                                                                                                                                                  II
                                                                                                                                                                         II
                                                       S




                                                                                                                                                                                                                                                                                                                                                                                         100 CBR 15




                                                                                                                                                                                                                                                                                                                              WALL
                                                                                                                                                                                          II




                                                                                                                                                                                                                                                                                                                                                                                                                          BULK EARTHWORKS
                                                                                                                                                                                                                                                                                                                                                                                                                          PAD LEVEL - BEL
                                                                                                                                                                                                         II
                               SW




    SW                                                                                                                                    S




                                                                                                                                                                                                                                                                                                                                       II
                                                                                                                                                                                                                          II




                                                                                                                                                                                                                                                                                                                                        BOW 4.61
                                                                                                                                                                                                                                                                                                           TOW 4.78
                                                       S




                                                                                                                                                                                                                                       II




                SW                                                                                                                                              S
                                                                                                                                                                                                                                                         4.6
                                                                                                                                                                                                                                                         II




                                                                                                                                                                                                                                                                                                                                                                                         TYPICAL BUILDING WORKING PLATFORM DETAIL
                                                                                                                                                                                                                                                                                                                   II
                                                                                                                                                                                                                                                                        II




                                     SW
                                                                                                                                                                                                                                                                                                    II

                                                               SW                                                                                                                                   S                                       4.4                                                                                                                                          N.T.S.
                                                                                                                                                                                                                                                                                             4.4
                                                           S




                                                                                                SW
      W                                                                                                                                                                                                                          S
                                                                                                                 SW
                                                                                                                                                                                                                                                  S
                 W                                                                                                                SW                                                                                                                           S
                                                                                                                                                                                                                                                                                                                                         E              E                 E
                                                                                                                                                         SW                                                                                                                                  S
                                                                                                                                                                                                                                                                                                                            SW




                                                                                                                       HOF
                                                              S




                               W                                                                                                                                                SW                                                                                                                                                          S                         S
                                                                                                                          M         ANN                                                        SW                                                                                        E
                                                                                                                                                   DRIV                                                              SW
                                                                                                                                                        E                                                                                                                                                                                                                                                                                                                                                       D       31.03.23 FOR APPROVAL                                          BT      LS
                                                                                                                                                                                                                                                                                                                                  SW




                                                                                                                                                                                                                                      SW                           E
                                                                  S




                                                                                     W
                                                                                                                                                                                                                                                        SW                                                                                                                                                                                                                                                      C       10.03.23 FOR APPROVAL                                          BT      LS

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                B       06.07.22 FOR APPROVAL                                          BT      LS

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                A       20.05.22 FOR APPROVAL                                          KC      LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ISSUE DATE                       AMENDMENT                             BY     APP
                                                                            EASEMENT BDY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
                                                                                                                       CARPARK                                                                                            BUILDING                                                                                                                                                                                                                                                                                              WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
                                                                                                                                                                                                                                                                                                                         RP BDY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CONSULTING PTY LIMITED 2018 ©
                                              RP BDY




                                                                                                                                 FINISHED SURFACE                                                                       FFL 5.000
                                                                                                                                                                                                                        BEL 4.780
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ABN: 39 062 191 799                                             P: 61 7 3335 4555
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                39 Sherwood Road, Toowong, Qld, 4066                   E: [email protected]
                                                                                                                                  BULK EARTHWORKS                                                                                              TEMPORARY BATTER SLOPE                                                                           MAX. 0.8m HIGH
                                                                                                  MAX. 0.5m
                                                                                                                                  SURFACE                                                                                                   TO GEOTECHNICAL ENGINEERS                                                                           RETAINING WALL.                                                                                                                                                 CLIENT:
                                                                                                  RETAINING WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                        REQUIREMENTS
                                                                  NATURAL SURFACE                                                                                         SECTION               1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 STOCKWELL DEVELOPMENT GROUP PTY LTD
                                                                                                                                                                              SCALE 1:200           -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SANCTUARY NOOSA CHILDCARE CENTRE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 LOT 4 NOOSA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 HOFMANN DRIVE
                                                                                                                                                                                                              BUILDING                                                                                                                                                                                                                                                                                           NOOSAVILLE, QLD 4566
                                                                                                                                                                                                                                                                                                                                       RP BDY
                                     RP BDY




                      HOFMANN                                                                                                    FINISHED SURFACE                                                                                                                                                                                                                                                                                                                                                                           BULK EARTHWORKS PLAN
                                                                                                                                                                                  FFL 5.000
                         DRIVE
                                                                                                                                                                                  BEL 4.780
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                DESIGN: KC             DRAWN:      KC          SCALES:       AS SHOWN
                                                                                                                                  BULK EARTHWORKS                                                                                                             TEMPORARY BATTER SLOPE                                                                MAX. 0.8m HIGH                                                                                                                                              CHKD:                  APPRD:                  DATE:
                                                NATURAL SURFACE                                                                   SURFACE                                 SECTION               2                                                          TO GEOTECHNICAL ENGINEERS                                                                RETAINING WALL.                                                                                                                                                 mpn JOB              DRAWING No.                                        REV
                                                                                                                                                                              SCALE 1:200           -                                                                  REQUIREMENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                    0    2    4     6    8    10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  9307 BE.1.01   D
                                                                                                                                                                                                                                                                                                                                                                                                                                                    SCALE 1:200 (A1) 1:400 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    FOR APPROVAL

Used in these records

RFI - Attachment 6 - Amended Civil Engineering Report.pdfRelated documentApplication case desk ↗

About this file

File size
15.5 MB (very large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

RFI - Attachment 6 - Amended Civil Engineering Report.pdf · 15.5 MB (very large file)

The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.

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”.