engineering

                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED BUILDING -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        REFER TO ARCHITECTS PLANS

                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED CONCRETE AREA


                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED PAVED AREA

                                                                                                                                                                                                                                                                                                                         BO                                                                                                                                             PROPOSED PATHWAY
                                                                                                                                                                                                                                                                                                                                                 TT
                                                                                                                                                                                                                                                                                                                                                      LE                                                                                                                PROPOSED RETAINING WALL


                                                                                                                                                                                                                                                                                                                                                        BR                                                                                                              PROPOSED SEWER MAIN CONNECTION



                                                                                                                     RIVE
                                                                                                                                                                                                                                                                                                                                                           US                                                                                                           PROPOSED WATER SERVICE

                                                                                                                                                                                                                                                                                                                                                             H                                                                                            WM            PROPOSED WATER METER

                                                                                                                                                                                                                                                                                                                                                                       AV
                                                                                                                 NOOSA D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SURFACE FALL / FLOW DIRECTION
                                                                                                                                                                                                                                                                                                                                                                              EN                                                                                        PROPOSED INTERNAL STORMWATER

                                                                                                                                                                                                                                                                         PROPOSED STORMWATER PIT FOR
                                                                                                                                                                                                                                                                                                                                                                                UE
                                                                                                                                                                                                                                                                         PROPERTY DRAINAGE CONNECTION                                                                                                                                            EXISTING LEGEND
                                                                                                                                                                                                                                                                         PROVIDED AT GROUND LEVEL (MIN IL 22.55)
                                                                                                                                                                                                                                                                                                                                                                                                                                                   28.0                 NATURAL SURFACE CONTOURS
                                                                                                                                                 PROPOSED 375Ø STORMWATER
                                                                                                                                                   DRAINAGE CONNECTION FOR                                                                                                                                                                                                                                                                                 S            EXISTING SEWER PIPE & MANHOLE
                                                                                                                                                              SITE DRAINAGE                                                                                                                                                                                                                                                                                W            EXISTING WATER PIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                          SW            EXISTING STORMWATER PIPE
                                                                                                                    PROPOSED STORMWATER                                                                                                                                                                                                                                                                                                                    T            EXISTING TELECOMMUNICATION
                                                                                                                       GULLY OVER EXISTING
                                                                                                                  MANHOLE CHAMBER (IL 22.45)                                                                                                                                                                                                                                                                                                               E            EXISTING OVERHEAD ELECTRICAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                           T            EXISTING UNDERGROUND ELECTRICAL

                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING KERB AND CHANNEL
                                                                                                                                                                                                                                                                                                                                                                    DEEP PLANTING OVER
                                                                                                                                                                                                                                                                                                                                                                    PARKING HEADSPACE.
                                                                                                                                                                                                                                                                                                                                                                    REFER TO SECTION ON R08.




                                                                                                                                                                                                                                                                    P4
                                                                                                                                                                                                                                                                   P3
                                                                                                                                                                                                                                                                                                                                                                                                                 4.0
                                                                                                                                                                                                                                                                                                                                                                                                                    m
                                                                                                                                                                                                                                                                                                                                                 P5




                                                                                                                                                                                                                                                             P2
                                                                                                                                                                                                                                                                             FFL 25.06
                                                                                                                                                                                                                                                                             PAD 24.76
                                                                                                                                                                                                                                                          P1

                                                                                                                                                                                                                                                                                                                                                               P6


                                                                                                                                               NS 24.88                                                                                                                                                                                                                     VIS
                                                                                                                                                                                                                                                                                                                                                                               ITO
                                                                                                                                                                                                                                                                                                                                                                                     R
                                                                                                                                                            < 2.5%
                                                                                                               GENERAL WIDE HEAVY DUTY
                                                                                                                                                                               < 2.5%                                        COMMER
                                                                                                        VEHICLE CROSSING IN ACCORDANCE                                                                                              CIAL
                                                                                                                                                                                                                                         COMMER
                                                                                                                                                                                                                               PARK             CIAL
                                                                                                             WITH IPWEAQ STD DWG RS-051                                                                            FL 25.06 P8             PARK
                                                                                                                                                                         FL 25.07                                                                      P9


                                                                                                                                                                                                                                                                                                             FL 25.06

                                                                                                                                                      < 12.5%        FL 24.61
                                                                                                                                                                            < 2.5%
                                                                                                                                     NS 24.42                                                                  FL 24.77


                                                                                                                                                      NS 24.50
                                                                                                                                                                       NS 24.58

                                                                                                                                                                                                                                                                                                         FL 25.06
a:\2308-75 noosa drv noosa heads\acad civil preliminary\2308 - da.dwg




                                                                                                                                                                                                                                 1
                                                                                                                                                                                                                                R05

                                                                                                                                                                                                                                                                                                                                                                                                                                                 CAUTION - EXISTING SERVICES
                                                                                                                                                                                                                                                                                                                                                                                                                                                 THE CONTRACTOR IS TO DETERMINE THE EXACT LOCATION OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                 ALL EXISTING SERVICES IN THE VICINITY OF THE PROPOSED
                                                                                                                                                                                                                                                                                                                                                                                                                                                 WORKS PRIOR TO THE START OF ANY CONSTRUCTION. THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                 COST OF ANY RECTIFICATION WORKS DUE TO DAMAGE OF
                                                                                                                                                                                                                                                                                 Director:7736)
                                                                                                                                                                                                                                                                                 (RPEQ    TONY SHELLEY




                                                                                                                                                                                                                                                                                                                         Director:7736)
                                                                                                                                                                                                                                                                                                                         (RPEQ    TONY SHELLEY




                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR.



                                                                                                                                                                                                                                                                                                                                                                                                                        PROJECT:                                                         JOB NUMBER
                                                                        REV DATE DESCRIPTION                                   BY    CHKD DRAWN
                                                                                                                                              I GDETAL
                                                                                                                                                     IS                                                            SCALE                                                         APPROVED                                                                                                                               PROPOSED MIXED USE DEVELOPMENT                                        2308
                                                                         A   04-07-23   INITIAL ISSUE                           BK        JP                                                                                                                                                                                                                                                                            AT 2 BOTTLEBRUSH AVENUE, NOOSA HEADS
                                                                         B   31-07-23   FOR APPROVAL                            BK        JP     DATUM                   AHD                                                                                                                                                                                                                                                                                                         SHEET:    6   OF   7
                                                                                                                                                                                     0               2              4              6               8               10m                                                                                                                                                  FOR AJG PROPERTY DEVELOPMENT TRUST
                                                                                                                                                 DESIGN                  JP
                                                                                                                                                                                                                                                                               .................                                                                                                                        DRAWING TITLE:                                              DRAWING NUMBER          REV
                                                                                                                                                 DRAWN                   BK
                                                                                                                                                                                                                  SCALE 1:200 A3
                                                                                                                                                 DESIGN CHECK
                                                                                                                                                                                                                                                                                Director: TONY SHELLEY
                                                                                                                                                                                                                                                                                                                                                             p 07 5443 8285                                             LEVELS & DRAINAGE PLAN                                           R06                B
                                                                                                                                                                         JL                                                                                                                                (RPEQ 7736)
                                                                                                                                                                                     This drawing is not to be copied or amended without written permission from                                                                                             e [email protected] w www.barlowshelley.com.au
                                                                                                                                                 DATE                04-07-2023      Barlow Shelley Consulting Engineers                                                                                                                                     a PO Box 899 Maroochydore 4558 ABN 89 215 591 077