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P1




                                                                                                                                                                                                                                                                                                                                                 P1
                                                          E                                                         P                                                                                                                                                                                                                                                                                                                                                                    6                                                                                                                                                                                        EXISTING SEWER
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                                                         EX




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                          P#
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING WATER




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                                                                6




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                                                                                                                                                                                                                                                                                                                                                                                                                                                      1.90
                                                                                                                                                      N17




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                                                                                                                                                                                                                                                                                                                                                                    70
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING ELECTRICAL - OVERHEAD
                                                                                       1.80




                                                                                                                                           1.80                                                                                                                                                1.80
                                                                                          .7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .8
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    85                                                                                                                                                                                            EXISTING TELECOMMUNICATIONS




                                                                                                                                                                                                                                                                                                                                                                                                                                                             .9
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                                                                                                                                                                                                                                                                                                                                                                                                   .7
                                                                                                                                                                                                                         N14                                                                                                                                                                                                                                                X




                                                                                                                                                                                                                                                                                                                                                                                                    94 WS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          E
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING FENCE
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                                                                                                                                                                                                                                                                                                                                                        .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING SERVICE TO BE MADE REDUNDANT AND REMOVED




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .7
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                            9
                                                                                                                                                                                                                                                                                                                                                                                                                                                     1.




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                NOTES




                                                                                                                                                                                                                                                                                                                                                                                                                          17
                                                                                                                                                                                                                                                                                                                                                                                                                                                    X




                                                                                                                                                                                                                                                                                                                                                                                                                                      .7
                                                                                                             4                                                                                                      2                                                         6                             5                                                                                                                                     E
                                                                                                                                                                                                                  75                                                                                      85




                                                                                                                                                                                                                                                                                                                                                                                                                                       28
                                                                                                      25 .68                                                                                                                                                               69




                                                                                                                                                                                                                                                                                                                             EXP1.




                                                                                                                                                                                                                                                                                                                                                                                     EX




                                                                                                                                                                                                                                                                                                                                                                                                                        .7
                                                                                                                                                                                                               1.                                                        .                              .
                                                  EX




                                                                                                    6                              1.70                                                                                                                                                              X1




                                                                                                                                                                                                                                                                                                                                                                                                                     P1
                                                                                                                                                                                                                                                                                                                               1. 667
                                                                                                        1                                                                                                                                                              1




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                                                                                                                                                                                                             EX
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                                                                                                                                                                                                                                                                     EX




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                                                                                                                                                                                                                                                                                                                                                                                                   61
                                                    1.




                                                                                                                                                                                                                                                                                                 E                                                                                                                                                                                                                                                                                                                                                              1.    AREAS TO BE LANDSCAPED IN ACCORDANCE WITH THE LANDSCAPE ARCHITECTS PLANS.
                                                                                                                                                                .




                                                                                                                                                                                                                                                                                                     .
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                                                                                                                                                             P1




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                                                                                                                                                                                                                                                                                                                                                                                                                                                              P1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.    GRADE LANDSCAPE AREA AT MAX 1V:3H (UNO).
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .7
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                                                                                         0                                        1.6                                                                                                                                                                                66




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      35
                                                                                      .6                                                                                                                                                                                                                                                                                                                                                    88                                                                                                                                                                                                                  3.    GRADE LANDSCAPED AREAS TO DRAIN TO SURFACE INLET PITS.
                                                                                                                                                                  EX
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                                                                                                                                     0                                                                                                                                                                           .
                                                                                                       P1




                                                                                                                                                                                                                                                                                                                                                  .6
                                                                                                                                              .6




                                                    N6                             P1                                                                                                                                                                                                                         P1                                                                                                                          .6 74
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                                                                                                                                                                                                                                                                                                                                                                                                                                        1                                                                                                                                                                                                                       4.    GENERAL CARPARK AND INTERNAL LINEMARKING TO ARCHITECTS DETAILS.
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                                                                                                                                                                                                                                                                                                                                                                                                               60                      P 1.6
                                                                                                                                                                                                                                                                                          P1




                                                                                                                                                                                                                                                                                                                                                                    0
                                                                                                                                                                                                                                                                                                                                                                45
                                                         8                                                                 1.50                                                                                                                                                                                                                                                                            6                                                                                                                                                                                                                                                    5.    REFER ELECTRICAL, HYDRAULIC & LANDSCAPE DRAWINGS FOR CONDUIT LOCATIONS.
                                                                                                                                                                                                                                                                                             .




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                                                      49




                                                                                                                                                                                                                                                                                                                                                              .
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                                                    .                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PIPEWORK TO BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION.
                                                                                                                                                                                                                                                                                                  4




                                                                                                                          1.40




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                                             N18   1
                                                                                                      .5




                                                 EX                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             6.    PROPOSED FOOTPATH TO MATCH NEATLY INTO EXISTING FOOTPATH
                                                                                                          13




                                                                                                                                                                                                                                                                                                      4
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                                                                                                                                                                 EX




                                                                                                                                                                                                                                                                                                                                            54


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                                                                                            21




                                                                                                                                                   42




                                                                              30                                                                                                                                                                                                                 .                                      .4                                                                                                                   N8                                                                                                                                                                                                 7.    ASPHALT SAWCUT REFER DETAIL SHEET C6.01.
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                                                                                        .3




                                                                                                                                                                                                                                                                                                                                                                1.
                                                                                                                                                  .




                                                                            .                                                                                                                                                                                                                  1
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                                                                                                                                                                       43




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                                                                                                                                                                                                                                                                                                                                                                    45
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                8.    PROPOSED RAMP REFER TO NOOSA STD DWG SD:9006
                                                                         EX
                                                                                                                                                                        3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                9.    PROPOSED BIORETENTION AREA - REFER DETAIL SHEET C4.02
                                                                                                              N7                                                                                                                                                                                                 N8                                                                                                                                                                                                                                                                                                                                             10.   PROPOSED FUEL TANK VENTS - REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                11.   PEDESTRIAN ZONE TO BE INSTALLED IN ACCORDANCE WITH AS2890.6:2009 FACILITIES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      REFER DETAIL SHEET C6.01.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                12.   PROPOSED FUEL TANKS - REFER ARCHITECTS PLANS FOR DWGS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                13.   PROPOSED ELECTRICAL EASEMENT - REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                14.   PROPOSED 6m SEWER EASEMENT - REFER TO SEWER RETICULATION DWG C7.01 - C7.05
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      FOR DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                15.   PROPOSED GAS CYLINDER EXCHANGE - REFER TO ARCHITECTURAL DRAWINGS FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                16.   PROPOSED ENVIROTANK REFER ENVIROTANK DWG 1119/90/P01
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                17.   PROPOSED FUEL POINT. REFER FUEL ENGINEERS DRAWINGS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                18.   EXISTING SIGN TO BE RELOCATED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ENGINEER'S CERTIFICATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          This drawing has been assigned an electronic code that
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          signifies the drawing has been checked and approved by:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          NAME:               SHANE SUFFOLK

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RPEQ No:          9330

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SIGNED:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  NOTE:                                                                          0              4               8             12m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.   ALL BATTERS TO BE 1 IN 4 U.N.O.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.   ALL BATTER STEEPTER THAN 1:4 TO BE STABILIZED                                            SCALE 1:200 @ A1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       AS PER GEOTECHNICAL ENGINEERS SPECIFICATIONS

C COPYRIGHT of this design and plan is the property of ACOR Consultants (Qld) Pty Ltd, ACN 126 011 087 ABN 18 126 011 087, all rights reserved. It must not be used, modified, reproduced or
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FOR APPROVAL
  copied wholly or in part without written permission from ACOR Consultants (Qld) Pty Ltd. ACOR Consultants is a trademark licensed to ACOR Consultants (Qld) Pty Ltd by ACOR Consultants Pty Ltd.
                                                                                                                                                                                                                                                                                     Client                                                                                                         ARCHITECT                                                                                                                                                                                                                           Project                                                    Drawing Title
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ACOR Consultants (Qld) Pty Ltd                                                                             SITEWORKS PLAN
   B     FOR APPROVAL                                                                                                                                                             30/06/20 BVZ               SS                  North
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LEVEL 4, 43 PEEL STR
   A     FOR INFORMATION                                                                                                                                                          26/06/20 BVZ               SS                                                                                                                                                                                                                                                                                                                                                                                           South Brisbane QLD 4101
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED BP SERVICE CENTRE
  P2     FOR INFORMATION                                                                                                                                                          27/03/20 BVZ               SS                                                                                                                                                                                                                                                                                                                                                                                                 T +61 7 3844 5900 NOOSAVILLE                                                       Drawn           Date                 Scale         A1   Q.A. Check           Date
   P1    FOR INFORMATION                                                                                                                                                          -              BVZ         SS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    BVZ             MAR 2020             1:200              SS             -
Issue    Description                                                                                                                                                              Date            Drawn      Approved                                                                                                                                                                                                                                                                                                                                                                                                                   MARY STR & WEYBA ROAD                                      Designed        Project No.                             Dwg. No.             Issue
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ENGINEERS MANAGERS INFRASTRUCTURE PLANNERS DEVELOPMENT CONSULTANTS   NOOSAVILLE, QLD 4566                                       BVZ                      BR190571                       C3.01                B
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