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Earthworks proposal plan

Attached to the e-mail Operational Works Application OPW21/0213 - 21 Nannygai Street Noosaville (Lot 54 on RP76937).

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 NOTES:
 1) All fill works on site shall be rolled fill, in accordance with clause 6.4.2 of Australian Standard 2870, and certified by others.                                    LEGEND
 2) Survey information has been obtained from 'M3 Surveys' Plan as shown in CDS Design Consultants documentation Ref 'Nannygai' Drawing No.1 Rev C.                                        - INDICATIVE OF PROPOSED FILL                                - EXISTING TIMBER
    All levels, locations and existing services to be verified on site.                                                                                                                    - (BULK FILL PAD)                                              RETAINING WALL
 3) Plans to be read in conjunction with Architectural documentation.                                                                                                                      - OUTLINE OF FUTURE DWELLING                                 - PROPOSED TIMBER
 4) All levels to AHD.                                                                                                                                                                                                                                    RETAINING WALL
                                                                                                                                                                                           - OUTLINE OF PATHWAYS                                        - PROPOSED RETAINING WALL/FENCE
                                                                                                                                                                                                                                                        - CORE-FILLED MASONRY BLOCK




      5.00                                                                                                                                                                                                                                                                             5.00
                                                                                                                                                                                                                                                     NEW PATHWAY TO




                                                                                                                                                                                                                                                                                              - 21 NANNYGAI STREET -
      4.50          TOP OF RETAINING RL2.55                                                                                                                                                                       TAPER FILL PAD TO                  MATCH EXISTING                    4.50
                    NOM. TOP OF WALL RL4.35             BULK FILL PAD - ASSUMED RL.2.40                                                                   GARAGE FILL PAD - ASSUMED RL.2.22                    EXISTING SURFACE LEVEL                  ALIGNMENT
      4.00                                                                                                                                                                                                                                                                             4.00
                                                                                                                                                                                                                                                        1500 MIN.
      3.50               PROPOSED IN-GROUND POOL                                                                                                                                                                                                                                       3.50
                       (NOT PART OF THIS APPLICATION)                                                       FUTURE DWELLING
      3.00                                                                                                                                                                                                                                                                             3.00
      2.50                                                                                                                                                                                                                                                                             2.50
      2.00                                                                                                                                                                                                                                                                             2.00
      1.50                                                                                                                                                                                                                                                                             1.50
                                                                                         DESIGN SURFACE LEVEL                          EXISTING SURFACE
      1.00                                                                                                                                                                                                                                                                             1.00
                                                                                                                                       LEVEL 1.75
      0.50                                                                                                                                                                                                                                                                             0.50
      0.00                                                                                                                                                                                                                                                                             0.00



                                                                                                                   SITE CROSS SECTION 'X1'  SCALE 1:100


                                                                          1.8m TIMBER FENCE                                                                                                       1.8m TIMBER FENCE
                                                                5.00                                                                                                                                                           5.00
                                                                4.50         TOP OF RETAINING                                                                                                   TOP OF RETAINING               4.50
                                                                             WALL RL2.55                                     BULK FILL PAD - ASSUMED RL.2.40                                    WALL NOM. RL2.55
                                                                4.00                                                                                                                                                           4.00
                                                                3.50                                                                                                                                                           3.50
                                                                3.00
                                                                                                       FUTURE DWELLING                                                  FUTURE DWELLING                                        3.00
                                                                2.50                                                                                                                                                           2.50
                                                                2.00                                                                                                                                                           2.00
                                                                1.50                                                                                                                                                           1.50
                                                                                                                                       EXISTING SURFACE                      DESIGN SURFACE LEVEL
                                                                1.00                                                                                                                                                           1.00
                                                                                                                                       LEVEL 1.75
                                                                0.50                                                                                                                                                           0.50
                                                                0.00                                                                                                                                                           0.00



                                                                                                                   SITE CROSS SECTION 'X2'  SCALE 1:100
  JESS B GABRILAITIS
     RPEQ 23224
COPYRIGHT - The plans,                                                                                                                           CLIENT                      PROJECT                                         TITLE
designs and information
contained in this document
                                                                                                                                                      ONE PROPERTY                        PROPOSED
                                                                                                                                                                                                                              SITE CROSS SECTIONS
are the copyright of
Northside Engineering Pty
Ltd. Use or copying of the                                                                                                                            DEVELOPMENT                      BULK EARTHWORKS                       LOCATION

document in whole or in 19/07/21 ISSUE FOR APPROVAL                               A                     UNIT 7, LEVEL 1                                                                                                       21 NANNYGAI STREET, NOOSAVILLE 4566
part without the written                                                                                87 WEBSTER ROAD
permission of Northside 12/07/21 PRELIMINARY ISSUE FOR COMMENT                                          STAFFORD QLD 4053                        DESIGN    DRAWN   CHECKED   SCALE                                           SHEET      JOB NUMBER                    SHEET   OF        ISSUE

                                                                                                                                                                                                                                              04235-BE
                                                                                  P1
Engineering constitutes an
infringement of copyright. DATE DESCRIPTION                                     ISSUE
                                                                                                        PH. 07 3053 3183
                                                                                                        E. [email protected]      DR/TZ      DR      TZ      1:100 u.n.o 1.0m    0    1.0m   2.0m     3.0m
                                                                                                                                                                                                                                A3                                        4        5          A
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