1856-R30_R71_D Roadworks

                                                                                                                                               PROVIDE PATHWAY
                                                                                                                                               CONNECTION POINT TO LOT 23

                                                                                                                                                                                                                                                                                                                                                             PROPOSED NEW CHAIN WIRE FENCE 1.8m (HIGH) AS PER AS1725.1-2010.
                                                                                                                                                                                                                                                                                                                                                             FENCE TYPE #1 (R-L/P-L) AS PER FIGURE H1 AND H2. 1.2m (WIDE) PERSONNEL
JOINS PLAN 1856-R42




                                                                                                                                                                                                                                                                                                                                                             GATE WHERE SHOWN AS PER REQUIREMENTS OF TABLE E1. CLASS 2 FENCE
                                                                                                                                                                                                                                                                                                                                                             GATE FOR MEMBER SIZING 2.5mm DIA CHAIN LINK FABRIC, POLYMER COATED.
                                                                                                                                                                                                                                                                                                                                                             WITH SIGNAGE STATING THE LAND IS A FAUNA RESERVE




                                                                                                                              4.7m




                                                                                                                                                    3m




                                                                                                                                                                                                                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                                                                                                                                                                                                                        18
                                                                                                                                                                                                                                                                                                                                                                                                                                      CH
                                                                                                                                                                                                                                      REFER TO PLAN 1856-R40 FOR EMERGENCY
                                                                                                                                                                                                                                      ACCESS CROSSING REQUIREMENTS


                                                                                                                                            SIT
                                                                                                                                                E   DIS
                                                                                                                                                       TAN
                                                                                                                                                             CE
                                                                                                                                                                  70m
                                                                                                                                                                        AT
                                                                                                                                                                             60k                                                                                                                                            LOT 23
                                                                                                                                                                                m    /hr                                                                                                                                                                                                                                                       CH1
                                                                                                                                                                                                                                                                                                                                                                                                                                                  60
                                                                                                                                                                                                                                FH                                                                                          2.61Ha



                                                                                                                                                                                                                                                                                                                                                                                                                                        CH1
                                                                                                                                                                                                                                                                                                                                                                                                                                               40


                                                                                                                                                                                                                                                                         WA
                                                                                                                                                                                                                                                                           LTE
                                                                                                                                                                                                                                                                                   RH
                                                                                                                                                                                                                                                                                     AY
                                                                                                                                                                                                                                                                                          DR                                                                                                                                          CH120
                                                                                                                                                                                                                                                                                            IVE


                                                                                                                                                                                                                                          SIT
                                                                                                                                                                                                                                             ED
                                                                                                                                       EXISTING                                                                                                IST
                          EX                                                                                                                                                                                                                      AN
                               IST                                                                                                                                                                                                                   CE
                                      IN                                                                                               NOOSA CIVIC                                                                                                      =   100                                                                                                                                                                  CH100
                                         G                                                                                                                                                                                                                     mm
                                             RO                                                                                                                                                                                                                     AT
                                                   AD                                                                                                                                                                                                                    60k
                                                                                                                                                                                                                                                                            m/h
                                                                                                                                                                                                                                                                               r
                                                                                                                                                                                                                           FH




                                                                                                   FH




                                                                                                                                                                                                                                                                                                                                                                                                                               CH80




                                                                                                                                                                                                                                                                                                                                                                                                                            CH60
                                                                                                                FUTURE INTERNAL FOOTPATH
                                                                                                                CONNECTION AT TIME OF                                                                                                0%
                                                                                                                                                            FH
                                                                                                                                                                                                                                 1.
                                                                                                                INTERNAL DEVELOPMENT WORKS                                                                                      <


                                                                                                                                                                                FH


                      PROVIDE PATHWAY CONNECTION                                                                                                                                                                                                                                                                                                                                                                          CH40
                         POINT TO LOT 23 TO IPWEAQ
                                                                                                                                                                                                                                                LOT 2
                                                                                                                    3m




                                RS-065. 100mm THICK                                                                                                                                                                                             9422m²
                                                                                                                                                                             EX
                                                                                                                                                                                IS




                                           TH
                                                                                                                                                                                TIN




                           TPA                                                              4.7m
                         OO
                       XF
                                                                                                                                                                                     G




                      E
                                                                                                                                                                                                                                                                                                                                                                                                                        CH
                                                                                                                                                                                       RO




                                                    H                                                                                                                                                                                                                                                                                                                                                                     20
                                               T
                                           TPA
                                                                                                                                                                                                AD




                                       O                                                                                                                                                                                                        <1.0%
                                     FO
                             EX




                                                                                                                                                                                                                                                                                                                                                                                         CH0
                                     LOT 23 FOOTPATH CONNECTION DETAIL PLAN
                                     SCALE 1:250 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                                                      JOINS PLAN 1856-R40
                                                                                                                                                                                                                                                                                                                                                                    PROJECT:                                                                               JOB NUMBER
REV DATE DESCRIPTION                                                                        BY     CHKD DRAWN
                                                                                                            I GDETAL
                                                                                                                   IS                                                SCALE                                                                APPROVED                                                                                                                 PROPOSED SUBDIVISION                                                                         1856
          A               19-02-20    FOR APPROVAL                                          MM          CL                                                                                                                                                                                                                                                         AT NOOSA CIVIC, WALTER HAY DRIVE
          B               25-08-20    REVISED FOR APPROVAL - WALTER HAY DRIVE TURN AROUND   MM          CL   DATUM           AHD                                                                                                                                                                                                                                                                                                                       SHEET:   12   OF   42
                                                                                                                                        0              10             20                   30        40              50m
                                                                                                                                                                                                                                                                                                                                                                   FOR STOCKWELL PTY LTD
          C
          D
                          21-09-20
                          15/10/20
                                      REVISED FOR NOOSA COUNCIL DRAFT CONDITIONS
                                      REVISED AS PER COUNCIL RFI [29/09/20]
                                                                                            MM
                                                                                            MM
                                                                                                        CL
                                                                                                        CL
                                                                                                             DESIGN          MM                                                                                                       .................                                                                                                                                                                                                DRAWING NUMBER      REV
                                                                                                                                                                                                                                                                                                                                                                    DRAWING TITLE:
                                                                                                             DRAWN           MM                                                                                             Director: CAMERON LANDRETH
                                                                                                                                                                   SCALE 1:1000 A3
                                                                                                             DESIGN CHECK                                                                                                                  (RPEQ 19358)                                           p 07 5443 8285                                                   ROAD WORKS LAYOUT PLAN 7 OF 8                                                            R41                D
                                                                                                                             CL
                                                                                                                                       This drawing is not to be copied or amended without written permission from                                                                                e [email protected] w www.barlowshelley.com.au
                                                                                                             DATE           13-09-19   Barlow Shelley Consulting Engineers                                                                                                                        a PO Box 899, Maroochydore,4558 ABN 89 215 591 077