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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).

of 5

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 NOTES:                                                                                                                                                                        LEGEND
 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.                                                             - INDICATIVE OF PROPOSED FILL                             - EXISTING TIMBER
 2) Survey information has been obtained from 'M3 Surveys' Plan as shown in CDS Design Consultants documentation Ref 'Nannygai' Drawing No.1 Rev C.                                                - (BULK FILL PAD)                                           RETAINING WALL
    All levels, locations and existing services to be verified on site.                                                                                                                                                                                      - PROPOSED TIMBER
 3) Plans to be read in conjunction with Architectural documentation.                                                                                                                              - OUTLINE OF FUTURE DWELLING                                RETAINING WALL
 4) All levels to AHD.




                                                                                           X2
                                                                                                                                       TOP OF RETAINING        N                                   - OUTLINE OF PATHWAYS                                     - PROPOSED RETAINING WALL/FENCE
 5) IPWEA DENOTES INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA                                                                    WALL NOM. RL2.55                                                                                                      - CORE-FILLED MASONRY BLOCK
                                                                                                                                                                                                                                                                    PROPOSED FOOTPATH
                                                                                                                                                                                                                                                                    CONSTRUCTED IN
                                                                                                                                                                                                                                                                    ACCORDANCE WITH




                                                                                                                                                                                                                                                                                                     APPROX. >19m TO
                                                                                                                                                                                                                                                                                                      NEXT DRIVEWAY
                                                                                                                                                                                                                                                                    IPWEA STANDARD
                              PROPOSED                                                                                                                                                      1.75                                                                    DRAWING RS-065.
                           IN-GROUND POOL                                                                                                                                                                                                                           ALIGN WITH EXISTING
                                                                                                                                                                                                                                                             1500   FOOTPATH.
                          (NOT PART OF THIS                                                                                                                                                                                                                  MIN.
                             APPLICATION)
                                                                                                                                                                                                                                      1.7
                                                                                                                                                                                                                                            5


                                                                                              DWELLING FILL PAD
                                                                                               ASSUMED RL 2.40




                                                                                                                                                                                                                                                                              2500




                                                                                                                                                                                                                                                                                                               3500
                                                                                                                                                                                                                                                    3500
                                                                                                                                                              GARAGE FILL PAD
                                                                                                                                                              ASSUMED RL 2.22
                               1.75




                                                                                                                                                                                                                                                                                              1500




                                                                                                                                                                                                                                                                                                        - 21 NANNYGAI STREET -
                                                                                           1.
                                                                                             75
                   TOP OF RETAINING RL2.55
                   NOM. TOP OF WALL RL4.35




                                                                                                                                                                                                                                                                                  7000
                    FILL PAD
                 ASSUMED RL 2.40




                                                                                                                                                                                                                                                                       1.75
                                                                                                                                                                                                                                                                                              1500

                                                                                              DWELLING FILL PAD                                               GARAGE FILL PAD
                                                                                               ASSUMED RL 2.40                                                ASSUMED RL 2.22




                                                                                                                                                                                                                                                                                  2500
                                                                                                                                                                                                                                                    3500




                                                                                                                                                                                                                                                                                                                3500
 X1                           PROPOSED                                                                                                                                                                                                                                        X1




                                                                                                                                                                                                                                                                                                     APPROX. >12m TO
                                                                                                                                                                                                                                                                                                      NEXT DRIVEWAY
                           IN-GROUND POOL
                          (NOT PART OF THIS




                                                                                                                                                                                                                                                                                         1.50
                             APPLICATION)                                                                                                                                                                                                                           PROPOSED CROSSOVER
                                                                                                                                                                                                                                                                    & DRIVEWAYS AS PER
                                                                                                                               TOP OF RETAINING                                                                                                                     IPWEA STANDARD
                                                                                                                               WALL RL2.55                                                                                                                          DRAWINGS RS-049 &
                                                                                                                                                                                                                                                                    RS-050, TYP.
  JESS B GABRILAITIS
                                                                                                                      SITE EARTHWORKS PLAN                                                                                          1.
                                                                                                                                                                                                                                       75
                                                                                           X2




     RPEQ 23224
                                                                                                                                                SCALE 1:100
COPYRIGHT - The plans,                                                                                                                               CLIENT                       PROJECT                                         TITLE
designs and information
contained in this document
                                                                                                                                                          ONE PROPERTY                         PROPOSED
                                                                                                                                                                                                                                   SITE EARTHWORKS PLAN
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                                       3                 5             A
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