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                                                                                                                                                                                                BLUECARE SUNRISE BEACH
                                                                                                                                                                                                RESIDENTIAL AGED CARE (RAC)                                                                                                                                                                                                  calibregroup.com


                                                                                                                                                                                                BULK EARTHWORKS APPLICATION
                                                                                                                                                                                                BLUE CARE
                                                                                                                                                                                                                                                                                                                                                      DRAWING LIST
                                                                                                                                                                                                                                                                                          HE                                                          EARTHWORKS
                                                                                                                                                                                                                                                                                            AT                                                        5001-100   TITLESHEET & LOCALITY PLAN
                                                                                                                                                                                                                                                                                                 HL
                                                                                                                                                                                                                                                                                                    AND                                               5001-102   TREE RETENTION & CLEARING PLAN
                                                                                                                                                                                                                                                                                                          DR                                          5001-103   CONCEPTUAL EROSION AND SEDIMENT CONTROL PLAN - PHASE 1




                                                                                                                                                                                                                                                               BEN LEXEN DRIVE
                                                                                                                                                                                                                                                                                                             IV
                                                                                                                                                                                                                                                                                                                E                                     5001-104   CONCEPTUAL EROSION AND SEDIMENT CONTROL NOTES
                                                                                                                                                                                                                                                                                                                                                      5001-105   CONCEPTUAL EROSION AND SEDIMENT CONTROL DETAILS
                                                                                                                                                                                                                                                                                                                                                      5001-106   EARTHWORKS DETAIL PLAN
                                                                                                                                                                                                                                                                                                                                                  N   5001-107   EARTHWORKS SECTIONS
                                                                                                                                                                                                                                                                                                                                                      5001-108   RETAINING WALL SETOUT PLAN
                                                                                                                                                                                                                                                                                                                                                      5001-109   RETAINING WALL DETAILS

                                                                                                                                                                                                                                        D
                                                                                                                                                                                                                               R   OA
                                                                                                                                                                                                                        E   EK
                                                                                                                                                                                                               E   CR
                                                                                                                                                                                                            NI




                                                                                                                                                                                                                                                                                                                                       DAV
                                                                                                                                                                                                          EE                                                                                     WORKS




                                                                                                                                                                                                                                                                                                                                        ID LO
                                                                                                                                                                                                                                                     E COURT
                                                                                                                                                                                                                                                                                                  AREA




                                                                                                                                                                                                                                                                                                                                          WW
                                                                                                                                                                                                                                            GRASSTRE




                                                                                                                                                                                                                                                                                                                                             AY
                                                                                                                                                                                                                                                                                 BE
                                                                                                                                                                                                                                                                                   NL
                                                                                                                                                                                                                                                                                     EX
                                                                                                                                                                                                                                                                                       EN
                                                                                                                                                                                                                                                                                            DR
                                                                                                                                                                                                                                                                                               IVE
5001-100




                                                                                                                                                                                                                                                                                                                    DAME PATTI DRIVE
                                                  FILE: H:\18\001942_SUNRISEBEACHRETIREMENTVILLAGE\6_MODEL\AUTOCAD\5000_RAC_WORKS\5001_BULK_EARTHWORKS\5001-100.DWG LAST SAVED BY:NICK VENESS




                                                                                                                                                                                                                                                                                                                                                                                                                                    -
                                                                                                                                                                                                                                                                                                                                                                                                               NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                               APPROVED PLAN
                                                                                                                                                                                                08 April 2020                                                                                                                                                                                               OPW18/0341 22 MAY 2020


                                                                                                                                                                                                                                                                                                                                                                                                  BLUECARE SUNRISE BEACH
FILE: 5001-100.dwg DATE: 19-12-2018 TIME: 14:49




                                                                                                                                                                                                                                                                                                                                                                                                                              RESIDENTIAL AGED CARE (RAC)
                                                                                                                                                                                                                                                                                                                                                                                                                            BULK EARTHWORKS APPLICATION
Xref's: USR: Curtis Boorman




                                                                                                                                                                                                                                                                                                                                                                                  Project No.:   Phase:        Milestone:        Revision Date.:   Drawing No.:   Revision:

                                                                                                                                                                                                                                                                                                                                                                                  18-001942 BE            FOR APPROVAL          08/04/2020         5001-100          A
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Full text of sections 2 to 5 (of 47)

Section 2

                                                                                                                                                                                                                                                                                   .|.
                                                                                                                                                                                                            5
                                                                                                                                                                                                                  .|. .|. .|. .|. .|. .|. .|. .|. .|. .|.                    .|.
                                                                                                                                                                                                         RP890947




                                                                                                                                                                                                  .|. .|. .|.



                                                                                                                                                                                                                         .|. .|.
                                                                                                                                                                                                         .|. .|.




                                                                                                                                                                                                                     4.00
                                                                                                                                                                                                                                                                                    4                      5                                                                SELECTIVE CLEARING ONLY
                                                                                                                                                                                                                                                                                                                                                                            WITHIN FIRE BUFFER IN




                                                                                                                                                                   3.290
                                                                                                                                                                           3




                                                                                                                                                                                                                                                                                          3.219
                                                                                                                                                                                                                                                                                                                                                                            ACCORDANCE WITH APPROVED
                                                                                                                                                                                                                                                                                                                                                                            BUSH FIRE MANAGEMENT PLAN

                                                                                                                                                                                                                                           NOMINAL 4.00m WIDE
                                                                                                                                                                                                                                           VEHICLE ACCESS TRACK




                                                                                     G R A
                                                                                                                                                                                                                                                                                                                                                                                            R
                                                                                                                                                                                                                                                                                                                                                                                       0 FFE
                                                                                                                                                                                                                                                                                                                                                                                    6.0 BU
                                                                                                                                                                                                                                                                                                                                                                                      IRE
                                                                                                                                                                                                                                                                                                                                                                                S  HF
                                                                                                                                                                                                                                                                                                                                                                             BU
                                                                                         S S T
                                                                                                                                                                                                                                                                                                                                                                                                             7
                                                                                                                                                                                                                                                                                                                                                                                                          RP890947
                                                                                              R E E

                                                                                                                                                                                                                                                                                                                                                                                                                               LOCATE NO GO FENCING ON
                                                                                                                                                                                                                                                                                                                                                                                                                               PROPERTY BOUNDARY




                                                                                                                                                                                                                                                                               RAC SITE                                                                                           61
                                                                                                                                                                                                                                                                                      6
                                                                                                                                                                                                                                                                                   RP901384




                                                                                                                                                                                                                                                                                                                                                                                                                                              17

                                                                                                                                                                                                                                                                                                                                                                                                           12




                                                                                                                                                                                                                                                                                                                                                                                                                              16
                                                                                                             C O U




                                                                                                                                                                                                                                                                                                                                                                                                                              15
                                                                                                                                                                                                                                                                                                                                                                                            14
                                                                                                                                                              28                       27
                                                                                                               R T




                                                                                                                                                                                                                                                                                            8
                                                                                                                                                                                                                                                                                         RP901384




                LEGEND                                                                                                                                                                                                                                                                                                                                                       TRUNK PROTECTION
                                                                                                                                                                                                                                                                                                                                                                             BUFFER (12xØ OF TRUNK)
                PROPOSED WORKS                                                                                       EXISTING FEATURES                                                                                                                                                                                                                                       3.60m TYPICAL
                                             PROPOSED LIMIT OF WORKS                                                                   EXISTING KERB AND CHANNEL                                                                                                         WEEDING NOTE:
                                             PROPOSED NO GO FENCING                                                                    EXISTING ROAD CENTRELINE                                                                                                          CONTRACTOR TO PROVIDE COUNCIL WITH A PROCEDURE TO ENSURE THE                                        TREE TRUNK 0.30m
                                                                                                                                                                                                                                                                         SITE IS DOES NOTE BECOME WEED INFESTED AND CONTAINS ANY OUTBREAK                                    TYPICAL
                                             PROPOSED AREA OF CLEARING AND GRUBBING                                                    EXISTING SEWERMAIN                                                                                                                INTERNALLY TO THE SITE WITHOUT AFFECTING EXTERNAL LAND.
                                             PROPOSED AREA OF GRUBBING ONLY                                                            EXISTING SEWER RISING MAIN                                                                                                                                                                                                            TREE SYMBOL (SHOWN
                                             PROPOSED DIRECTION OF CLEARING AS PER                                                     EXISTING TELECOMMUNICATION                                                                                                                                                                                                            INDICATIVELY)
                                             ECOLOGIST REPORT                                                                                                                                                                                                                                                  -
                                                                                                                                       EXISTING UNDERGROUND ELECTRICAL
                                             BUSHFIRE BUFFER/FIRE TRAIL
                                                                                                                                       EXISTING WATERMAIN                                                                                                                                            NOOSA COUNCIL                                                           PROPOSED NO GO FENCING
                                                                                                                                       EXISTING STORMWATER                                                                                                                                           APPROVED PLAN
                                                                                                                                       EXISTING TREE TO BE RETAINED, PROVIDE
                                                                                                                              28       AN OFFSET OF 12x TRUNK DIAMETER FOR                                                                                                                        OPW18/0341 22 MAY 2020
                                                                                                                                       PROTECTION BUFFER, REFER ECOLOGIST
                                                                                                                                       REPORT FOR FURTHER DETAILS                                                                                                                                                                                                                                                   RETAINED TREE KEY DETAIL
FILE: 5001-102.dwg DATE: 13-12-2018 USER: NICK VENESS
XREFS: X-18-001942-TITLE, X-18-001942-5001-BASE, X-18-001942-SURVEY, X-18-001942-5001-TREES
          DESIGN DRAWN    CHECK   APPROVED     DATE                                                                       STATUS                                               SCALE                                                                                CLIENT                                                                                                        PROJECT                                               DRAWING TITLE
FIRST                                                                                    AMENDMENT DETAILS                                                                                                                                                                                                                          Calibre Professional Services (QLD) Pty Ltd
ISSUE      CB      NV      SD        SP
                                                                                                                                      FOR APPROVAL                                                                                                                                                                                              Level 3, 16 Innovation Parkway       BLUE CARE SUNRISE BEACH                                           TREE RETENTION
     A     CB      NV      SD        SP      18.12.18   DIRECTION OF CLEARING ADDED                                                                                                                                                                                                                                                                 Birtinya QLD Australia 4575
A
M    B     CB      NV      SP        SP      19.12.18   FOR APPROVAL                                                                 NOT FOR CONSTRUCTION                              0    2.5
                                                                                                                                                                                             5            10
                                                                                                                                                                                                           5       7.5
                                                                                                                                                                                                                   15              10
                                                                                                                                                                                                                                   20   12.5
                                                                                                                                                                                                                                         25      15
                                                                                                                                                                                                                                                 30    17.5
                                                                                                                                                                                                                                                        35     20
                                                                                                                                                                                                                                                               40
                                                                                                                                                                                                                                                                                                                                                       Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                                                                         Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                                                                       RETIREMENT LIVING &                                            AND CLEARING PLAN
E
     C     CB      NV      SP        SP      02.08.19   FIRE TRAIL AMENDED
N
D
M    D     CR      NV      SP        SP      08.04.20   BASIN AMENDMENTS
                                                                                                                          APPROVED                                                     SCALE 1:250
                                                                                                                                                                                             1:500 (A1)                                        SCALE
                                                                                                                                                                                                                                                SCALE1:1000
                                                                                                                                                                                                                                                      1:500 (A3)                                                                                                                            AGED CARE
E                                                                                                                         BY: SHAUN PILCHER RPEQ 14593                                                                                                                                                                                                                            DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                                                                                                        PROJECT No.         DRAWING No.   REVISION
     E
N                                                                                                                                                                                                                                                                                                                                                                                 ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
     F
T
S
     G                                                                                                                    SIGN:                          DATE: 08.04.20
                                                                                                                                                                                                                                                                                                                   C   calibregroup.com                                           PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                                                                  DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                        18-001942           5001-102        D

Section 3

                                                                                                                                                                                                                                                                                                                                                               .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S
                                                                                                                                                                                                                                                  /                                        /                                                   /
                                                                                                                                                                                                                                                                                                                                                        .|.
                                                                                                                                                                                                                  5                /           /            /

                                                                                                                                                                                                               RP890947
                                                                                                                                                                                                                        .|. .|. .|. .|. .|. .|. .|. .|. .|. .|.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LEGEND




                                                                                                                          107




                                                                                                                                                                                                                                                                                                                                                                                                      107
                                                                                                                                                                                                                                                                                                                                                                                                       B
                                                                                                                           A




                                                                                                                                                                                                        .|. .|. .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PROPOSED WORKS




                                                                                                                                                                                                                              .|. .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PROPOSED STAGE BOUNDARY
                                             29.13                                                              28.83           28.80                                           28.80                          .|. .|. 28.64                                        28.40                                                                                     27.92                              27.32                                                                                                                                       27.00                                                             26.34
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            25.61                                                                                                                                                              DESIGN CONTOURS
UGE




                                                                                                                                                                                                                              4.00
                          UG
                             E                                                                                    D      D                  D                             D                        D                      D                  D                                         D                                                           D                   D                     D                   D                                                                                                                              D                                        D
                                                                                             D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PROPOSED ROAD CENTRELINE
                      W            D
             D
                                                                                                                                                                                                                                                                                                                                        .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PROPOSED PAD EXTENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .|. .|. .|. .|.
                                       UGE



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PROPOSED TOP OF BANK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .|. .                                                                                                                                                                                                                                         PROPOSED TOE OF BANK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .
                                       UGT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            |.
                                        W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             28.73 .|. .|
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      |. .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 . .|. |. .|. 27.42
                                                                                                                29.76           29.53                                           29.60                                   28.96                                       29.40                                                                                     29.25                              29.06                                                                                                                                                                                                                                                      26.42
                                             UGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PROPOSED TABLE DRAIN
                                             UGUG




                                                                                                                                                                                                                                                                                                                                                                                                                 .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|.
                                                                                                                                                                                                                                                                                          .|. .|. .|.                                                                                                                                                                                                                                                                                          .|.
                                               E E




                                                                                                                                                                                                                                                               .|. .|.
                                                                                                                                                                                                                                                                                                                                              .|. .|. .|. .|                                                                                                                                                                                                                           .|.                                                                                                                                                                                                                                     PROPOSED BLOCK RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                             .       .|. .|. .|. .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .|.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      S
                                                                                                                                                                                                                                                                                                                                                                                           .|. .|. .|. .|




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .|. .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PROPOSED GROUTED ROCK RETAINING WALL
                                             UGT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .|.
                                              W




                                                                                                                                                                                                                                                      1:3                                                                                                                                                .




                                                                                                                                                                                                                                                          .|. .|. .|. .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .|.
                                                     UGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                E                                                                                                                                              FUTURE STRUCTURAL RETAINING WALL (BY OTHERS)
                                                     UGU




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   7
                                                       EGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PROPOSED EARTHWORKS CUT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0 FF                              REFER INSET FOR INFILTRATION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           |.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             6.0 BU




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      |. .          .|.
                                                     UGT W




                                                                                                                30.06           29.83                                           29.90                                   30.03                                       30.07                                                                                     30.60                              30.60                                                                                                                                       28.70                                                             27.40                                        27.04                                 E                                BASIN SETOUT                                                                                PROPOSED EARTHWORKS FILL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  |. .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               I
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            HF
                                                         UGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .|.
                                                          UGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               BUSHFIRE BUFFER/FIRE TRAIL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              |.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  BU
                                                            UGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .|.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .                .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1:3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .|.
                                         UGE                                                                                                                                                                                                                                           TEMPORARY 1 IN 3 BATTER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .|.


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .|.
                                                        UGT W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RP890947                                                                      LEGEND




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .|. .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .|.


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .|.                          .|.
                                                             UGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      .|. .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EXISTING FEATURES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .|.
                                                               UGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .|.       .|.      |.  .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               27.50 |. .|.                                  .|.
                                                                                                                30.36           30.13                                           30.20                                   30.42                                       30.50                                                                                     30.60                              30.60                                                                                                                                       29.13
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .|.                      27.46                                              27.01
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .  |. .           .                                                                                                                                                                                        EXISTING KERB AND CHANNEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .|. .|
                                                           UGT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         F




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         |.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            |. .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ..
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING CONCRETE INVERT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      |.                                                                                                       7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ..
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   . .|
                                                                  UGE
     G R A




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             |. .
                                                                    UGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING ROAD CENTRELINE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .|
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                |.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING SEWERMAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     S
                                                          W UGT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .|.



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         |.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING SEWER RISING MAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ..
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .|
                                                                 UGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING TELECOMMUNICATION
                                                                   UGE




                                                                                                                30.64           30.41                                           30.47                                   30.60                                       30.60                                                                                     30.60                              30.60                                                                                                                                       29.29                                                             27.51                                        26.20                                              27.47




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  |. .|. .|. .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   UGT
             S S T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING UNDERGROUND ELECTRICAL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   UGE
                                                         W UGT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    W           EXISTING WATERMAIN
                                                                                                                                                                                                                                                                                                               RAC SITE                                                          6
                                                                 UGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .|. .
                                                                                                                                                                                                                                                                                                                                                                              RP901384                                                                                                                                                                                                                                                                                                                                                                                                                                          EXISTING STORMWATER
                                                                   UGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     D
                                                                                                                                                                                                                                                                                                               FFL 30.600




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    S
                 R E E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING TREE TO BE RETAINED, 

Section 4

PROVIDE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .|. .|. .|. .|. .|. .|. .|.
                                                           W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .|.
                                                       UGT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                AN OFFSET OF 12x TRUNK DIAMETER FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .|. .|. .|. .|. .|.
                                                                                                                30.87           30.47                                           30.60                                   30.60                                       30.60                                                                                     30.60                              30.60                                                                                                                                       30.60                                                                                                          28.18                                              28.32                    27.64                                                                                   PROTECTION BUFFER, REFER ECOLOGIST
                                                                   UGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            |. .|




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        29.03
                                                                     UGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                REPORT FOR FURTHER DETAILS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .|. .
                                                           W UGT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .|. .|. .|. .|. .|. .|. .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .|. .|. .|. .|. .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 REFER 18-001942-108 FOR RETAINING WALL SETOUT AND DETAILS
                                                                          UGUG




                  C
                                                                            E E




                 107
                                                                   W UGT




                                                                                                                30.62           30.46                                           30.59                                   30.60                                       30.60                                                                                     30.60                              30.60                                                                                                                                       30.60                                                             30.60                                        30.60                                              29.00                    28.37                          27.66




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ANY AREA DISTURBED OUTSIDE OF THE WORKS AREA SHOWN SHALL
                                                                                  UGUG




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              BE REHABILITATED TO A MINIMUM OF THE PRE-CONSTRUCTION
                                                                                    E E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CONDITIONS, AT THE CONTRACTORS EXPENSE.
                                                                          W UGT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                          UGUG
                                                                                            E E




                                                                                                                30.54           30.48                                           30.50                                   30.60                                       30.60                                                                                     30.60                              30.60                                                                                                                                       30.60                                                             30.60                                        30.60                                              29.50                    28.82                          28.35                                EARTHWORKS NOTES
                                 C O U
    RM




                                                                                    W
                                                                                  UGT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING
                                                                                              UGUG




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SERVICES WITH THE RELEVANT AUTHORITIES PRIOR TO THE
                                                                                                E E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                30.47
                                                                                                                32.00           30.52                                           30.50                                   30.44                                       30.46                                                                                     30.46                              30.44                                                                                                                                                                                                         30.39                                        30.49                                              29.86                    29.19                          28.50                                   COMMENCEMENT OF CONSTRUCTION.
      RM




                                   R T



                                                                                          UGT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2. THE CONTRACTOR SHALL REMOVE ALL STRUCTURES, DEBRIS AND
                                                                                                            E
                                                                                                      UGEUG




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                31.31
                                                                                                  W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               FENCES FROM THE SITE TO THE SATISFACTION OF THE
                                                                                                                                32.10                                           32.10                                   31.97                                       31.68                                                                                     31.64                              31.55                                                                                                                                                                                                         31.13                                        30.85                                              30.10                    29.46                          28.71                                   SUPERINTENDENT.
         RM




                                                                                                                                                                                                                                                                                                                                                   PLAN
                                                                                                                                                                   107




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              107
                                                                                                  UGT




                                                                                                                                                                    G




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               D
                                                                                                                                                                                                                                                                                                                                        SCALE 1:250 ON A1                                                                                                                                                                                                                                                                                                                                                                                                                                                   3. EXISTING SURFACE IS TO BE CLEAR OF VEGETATION MATTER PRIOR TO
                                                                                                                                                                                                                                             .04
                                                                                                                                                                                                                                            27




                                                                                                                                                     S                           S                        S                           S               S                                                                           S                       S                   S                   S                                                                                                                        S
                                                                                                                                                                                                                                                                                                                                         .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               THE START OF FILLING.
                                                                                                                                                                                                                                                                                                                                        .|.




                                                                                                                                                                      E 4949.082                                E 4959.242              E 4964.555                                                                                                                                E 4973.101
                                                                                                                                                                        .42




                                                                                                                                                                                                                                              .
                                                                                                                                                                                                                     .|. .|. .|. .|. .|. N .|9963.631
                                                                                                                                                                            .|. .|. .|. .|. .|. .|. .|. .|. .|. N.|.9959.197
                                                                                                                                                                   27




                                                                                                                                                                     N .9951.533                                                                                                                                                                                                  N 9969.731
                                                                                                                                                                                                                                                                                                                                                                                                           .47




                                                                                                                                                                        | .                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 4. FILL IS TO BE OF GOOD QUALITY AND FREE OF UNSUITABLE MATERIAL.
                                                                                                                                                                     |.
                                                                                                                                                                                                                                                                                                                                                                                                         27




                                                                                                                                                                .|. . RL 27.400                                   RL 27.400               RL 26.200.|. .|                                                                                                                          RL 26.200
                                                                                                                                                                                                                                                                                                                                                                                        .|. .|. .|.
                                                                                                                                                                                                                                                                                                                                     . .|.               . .|. .|. .|. .|. .|. .|.      .|. .|. .|. .|. .|.
                                                                                                                                                           |.
                                                                                                                                                  .| . .                                                                                                                                                                         . .|
                                                                                                                                                                                     .|. .|                                                                                                                                                                                                                   .|.
                                                                                                                                                                                                                                                                                                                                              6




                                                                                                                                                                                                                                                                                                                                        .|. .|. .|. .|. .|. .|. .|.                                                                                                                                                                                                                                                                                                                                                                                                                                         5. NOTWITHSTANDING THE LIMITS OF CUTTING AND FILLING SHOWN ON
                                                                                                                                                                        . .|.
                                                                                                                                                                                                                                                                                                                                            .4




                                                                                                                               .|. .|. .|.                                                  .                                                                                                                          .|
                                                                                                                                                                                                                                                                                                                                                                    .|.                                                                                             .|.
                                                                                                                                                                                                                                                                                                                                         27




                                                                                                                                                                                                       .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|.
                                                                                                                                                                |. .|
                                                                                                                                                                                                                              3.54m




                                                                                                                                                                                                                                                                                                                               .|.                                                                                                                                                                                                                                                                                                                                                                                                                                                                             THE DRAWINGS, THE ACTUAL LIMITS SHALL BE DETERMINED ON SITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .|.




                                                                                                                                                       |. .                                            .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|.
                                                                                                                                                .| . .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .|.
                                                                                                                                                                                                                    .40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               BY THE SUPERINTENDENT DURING CONSTRUCTION. SIMILARLY, THE
                                                                                                                                                                                                                                                                            .|. .|. .|. .|. .|. .|. .|.   .|. .|. .|. .|. .|. .|. .|.
                                                                                                                                                                                                                  27




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .|.




                                                                                                                                                                E 4950.826                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FINISHED SURFACE LEVELS MAY BE ADJUSTED BY THE WRITTEN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .|. .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          -
                                                                                                                                   .73




                                                                                                                                                                N 9949.493                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     DIRECTION OF THE SUPERINTENDENT DURING CONSTRUCTION AFTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          NOOSA COUNCIL
                                                                                                                                 28




                                                                                                                                                                                                                                                                                                                                                                                  .20




                                                                                                                                                                 RL 27.400                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     AMENDED DRAWINGS HAVE BEEN APPROVED BY COUNCIL.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .|.
                                                                                                                                                                                                                                                                                                                                                                              26




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .|. .|.
                                                                                                                                                                                                                                                          .50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            6. ALL EXCAVATION AND FILLING SHALL BE CONSTRUCTED TO THE
                                                                                                                                                                                                                                                      27




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               REQUIREMENTS OF AS3798-2007 AND IN ACCORDANCE WITH THE
                                                                                                                               .|.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     OPW18/0341 22 MAY 2020
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .|.




                                                                                                                                   .|.
                                                                                                                                                                                     .70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CURRENT COUNCIL SPECIFICATIONS AND STANDARD DRAWINGS.
                                                                                                                                       .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .




                                                                                                                                           |. .
                                                                                                                                                                                 28




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .18



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .




                                                                                                                                               |. .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 |. . .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                               28




                                                                                                                                                   |. .                                         E 4954.185                                E 4962.907                                   E 4967.125                                                                                 E 4975.669                                                                                                                                                                                                                                                                                                                                                                                                                7. LEVEL 1 CERTIFICATION IS REQUIRED ON ALL LOTS IN ACCORDANCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     |.




                                                                                                                                                       |. .
                                                                                                                                 .|.




                                                                                                                                                                                                N 9951.894                                N 9954.064
                                                                                                                                                                                                                                                                                                                                                         .51




                                                                                                                                                                  |. .                                                                                                                 N 9960.031                                                                                 N 9966.134                                                                                                                                                                                                                                                                                                                                                                                                                   WITH AS3798-2007.
                                                                                                                                                                                                1:3
                                                                                                                               .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             |. .




                                                                                                                                                                      |.
                                                                                                                                                                                                                                                                                                                                                       27




                                                                                                                                                                                                 RL 27.400                                 RL 27.400                                    RL 26.200                                                                                  RL 26.200                                                                                                                                                                                                                                                           PRELIMINARY VOLUMES (NO COMPACTION)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         |. .
                                                                                                                                                                                                                                .13
                                                                                                                                                                          .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            8. ALL DRAINAGE STRUCTURES ARE BE PRESERVED FROM THE EFFECTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     |. .




                                                                                                                                                                                     .|.                                                                                                                                                                                                                                                                                                                                                                                                                                                               CUT = 2,365m³
                                                                                                                                                                                                                              29
                                                                                                                                                                                .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 |. .




                                                                                                                                                                                         . |. .                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                OF STRUCTURAL LOADING GENERATED BY THE EARTHWORKS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       FILL = 1,929m³
                                                                                                                                                 .60




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .




                                                                                                                                                                                                  |.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BALANCE = 436m³
                                                                                                                                              30




                                                                                                                                                                                                                                                               INSET                                                                                                                                                                                                                                                                                                                                                                                   (VOLUMES ARE TO FINISHED SURFACE LEVELS AND DOES NOT INCLUDE BOXING)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            9. ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE.
                                                                                                                                                                                                                                                  SCALE 1:200 ON A1
FILE: 5001-106-107.dwg DATE: 29-11-2018 USER: NICK VENESS
XREFS: X-18-001942-SURVEY, X-18-001942-TITLE, X-18-001942-5001-BASE, X-18-001942-5001-CUT_FILL
              DESIGN DRAWN         CHECK     APPROVED                        DATE                                                                                                               STATUS                                                                                                                                                  SCALE                                                                                                                                                                                                               CLIENT                                                                                                                                                                                                 PROJECT                                               DRAWING TITLE
FIRST                                                                                                                   AMENDMENT DETAILS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Calibre Professional Services (QLD) Pty Ltd
ISSUE            CB       CB         -                -                  26.10.18
                                                                                                                                                                                                                       FOR APPROVAL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Level 3, 16 Innovation Parkway       BLUE CARE SUNRISE BEACH                                            EARTHWORKS
         A       CB       CB        SP               SP                  02.08.19 FIRE TRAIL AMENDED                                                                                                                                                                                                                                                             0      2.0       4.0      6.0    8.0     10.0                                                    12.0                                                           14.0             16.0                                                                                                                                                                                               Birtinya QLD Australia 4575
A
M        B       CR       NV        SP               SP                  08.04.20 BASIN AMENDMENTS                                                                                                                    NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                 SCALE 1:200 (A1)                                                                     SCALE 1:400 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RETIREMENT LIVING &                                              DETAIL PLAN
E
         C
N
D
M        D
                                                                                                                                                                                                APPROVED
                                                                                                                                                                                                                                                                                                                                                                 0      2.5       5        7.5    10     12.5                                                                     15                                             17.5               20                                                                                                                                                                                                                                       AGED CARE
E
                                                                                                                                                                                                BY: SHAUN PILCHER RPEQ 14593                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROJECT No.         DRAWING No.      REVISION
         E
N                                                                                                                                                                                                                                                                                                                                                                SCALE 1:250 (A1)                                                                     SCALE 1:500 (A3)                                                                                                                                                                                                                                                                                                             ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
         F
T
S
         G                                                                                                                                                                                      SIGN:                                            DATE: 08.04.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               C   calibregroup.com                                                PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         18-001942          5001-106            B

Section 5

                                                                                                                         4.00
                                                                                                                      FIRE TRAIL                                                                        CARPARKING                                                                               ENTRANCE                                  SERVICE YARD




                                                                                                                                  RP BDY




                                                                                                                                                                                                                                                                                                                                                                                 RP BDY
                                                                                                                           3.29


                                                                                                                                                                                                                                                                                                                                                                                                   RETAINIED GBC TREES



                                                                                                                         FUTURE FOOTPATH               RETAINING WALL                                                                        DESIGN SURFACE                                        EXISTING SURFACE                                                                                RETAINING WALL




                                                                                                                                                                                                                                                            SECTION                   A
                                                                                                                                                                                                                                                            SCALE (A1): 1:200        106
                                                                                                                                                                                                                                                            SCALE (A3): 1:400

                                                                                                                          4.00                                                                                                                                                                                                                                       OPEN
                                                                                                                       FIRE TRAIL                                                                                                                                       RAC BUILDING PAD                                                                             SPACE




                                                                                                                                     RP BDY




                                                                                                                                                                                                                                                                                                                                                                                          RP BDY
                                                                                                                                                    FUTURE                      RETAINING WALL
                                                                                                                                                    FOOTPATH

                                                                                                                                                                                                                                                                                RAC FFL 30.6
                                                                                                                            3.20




                                                                                                                               RETAINING WALL                             CANTILEVERED SLAB                                                  DESIGN SURFACE                                                     EXISTING SURFACE                       RETAINING WALL

                                                                                                                                                                                                                                                                SECTION                B
                                                                                                                                                                                                                                                                SCALE (A1): 1:200     106
                                                                                                                                                                                                                                                                SCALE (A3): 1:400


                                       GRASSTREE COURT                                                          ENTRANCE                                                                     RAC BUILDING PAD                                                                OPEN SPACE                                         RAC BUILDING PAD                                                                                       OPEN SPACE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RP BDY
                                                                             RP BDY




                                                                                                                                                                                                    RAC FFL 30.6                                                                                                                   RAC FFL 30.6




                                                         RETAINING WALL                                                                             DESIGN SURFACE                                                                                                                                                       EXISTING SURFACE                                         CANTILEVERED SLAB                                                         RETAINIED GBC TREES
                                                                                                                                                                                                                                                                SECTION                C
                                                                                                                                                                                                                                                                SCALE (A1): 1:200     106
                                                                                                                                                                                                                                                                SCALE (A3): 1:400
                                                                                                 RP BDY




                                                                                                                                                                                                                                                                                                                                                                                                           INFILTRATION BASIN




                                                                                                                                                                                                                                                                                                                                                                        RP BDY
                                                                                                                                                                                                                              FUTURE BIO
                                           RETAINING WALL                                                                                                                                                                       BASIN
                                                                                                                                                                                   RP BDY




                                                                                                                                                                                                                                                                                                                                                                                                                                              RAC FFL 30.60
                                                                                                                                                                                                                                                                                 RAC FFL 30.60

                                                                                                   TW=31.215
                                                                                                   BW=30.471                                                                                                                                                                                                                                                                                                   RL 26.20
                                                                                                                                                                                                                                  RL 27.40

                                                                                                                                                                                                                                                                                                                                   EXISTING SURFACE                                                 PROPOSED SURFACE             CANTILEVERED PAD                                     RETAINING WALL
                                                                                                                                                                              EXISTING SURFACE                           DESIGN SURFACE                     CANTILEVERED SLAB                      RETAINING WALL
                                                                 SECTION                                   D
                                                                 SCALE (A1): 1:200                        106
                                                                 SCALE (A3): 1:400
                                                                                                                                                                                                                                      SECTION                      E                                                                                                                                      SECTION              F
                                                                                                                                                                                                                                      SCALE (A1): 1:200           106                                                                                                                                     SCALE (A1): 1:200   106
                                                                                                                                                                                                                                      SCALE (A3): 1:400                                                                                                                                                   SCALE (A3): 1:400

                                                                                                                TREE TO BE RETAINED
                                          RETAINING WALL
                                                                                                     RP BDY




                                          DESIGN SURFACE                                                        EXISTING SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                      -

                                                                                           TW=31.986                                                                                                                                                                                                                                                       NOOSA COUNCIL
                                                                                           BW=30.501                                                                                                                                                                                                                                                       APPROVED PLAN
                                                                SECTION                                    G
                                                                                                                                                                                                                                                                                                                                                        OPW18/0341 22 MAY 2020                                                                              REFER 18-001942-108 FOR RETAINING
                                                                SCALE (A1): 1:200                         106
                                                                SCALE (A3): 1:400                                                                                                                                                                                                                                                                                                                                                                           WALL SETOUT AND DETAILS

FILE: 5001-106-107.dwg DATE: 29-11-2018 USER: NICK VENESS
XREFS: X-18-001942-SURVEY, X-18-001942-TITLE, X-18-001942-5001-BASE, X-18-001942-5001-CUT_FILL
          DESIGN DRAWN    CHECK   APPROVED     DATE                                                                           STATUS                                                        SCALE                                                                   CLIENT                                                                                                            PROJECT                                               DRAWING TITLE
FIRST                                                                                    AMENDMENT DETAILS                                                                                                                                                                                                                           Calibre Professional Services (QLD) Pty Ltd
ISSUE      CB      CB        -        -      26.10.18
                                                                                                                                               FOR APPROVAL                                                                                                                                                                                      Level 3, 16 Innovation Parkway           BLUE CARE SUNRISE BEACH                                             EARTHWORKS
     A     CB      CB       SP       SP      02.08.19 FIRE TRAIL AMENDED                                                                                                                                                                                                                                                                             Birtinya QLD Australia 4575
A
M    B     CR      NV       SP       SP      08.04.20 BASIN AMENDMENTS                                                                        NOT FOR CONSTRUCTION
                                                                                                                                                                                                    0     2.0    4.0    6.0     8.0   10.0   12.0   14.0   16.0
                                                                                                                                                                                                                                                                                                                                                        Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                                                                          Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                                                                            RETIREMENT LIVING &                                                 SECTIONS
E
     C
N
D
M    D
                                                                                                                              APPROVED
                                                                                                                                                                                                     SCALE 1:200 (A1)                        SCALE 1:400 (A3)                                                                                                                                    AGED CARE
E                                                                                                                             BY: SHAUN PILCHER RPEQ 14593                                                                                                                                                                                                                            DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                                                                                                            PROJECT No.                 DRAWING No.             REVISION
     E
N                                                                                                                                                                                                                                                                                                                                                                                     ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
     F
T
S
     G                                                                                                                        SIGN:                          DATE: 08.04.20
                                                                                                                                                                                                                                                                                                                    C   calibregroup.com                                              PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                                                                      DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                            18-001942                   5001-107                  B

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