MCU16/0012 Attach B Engineering report & SMP

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                GEOTEXTILE FABRIC BIDUM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           300mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         U34 OR SIMILAR
                                                                                                                                                                                                                                                                                                                                                                                                                          EXISTING TREES WITHIN                                                                                                                                                                                                                                                                                            L
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        NE
                                                                                                                                                                                                                                                                                                                                                                                                                          FOOTPATH TO REMAIN,                                                                                                                                                                                                                                                                                       AN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CH
                                                                                                                                                                                                                                                                        SW
                                                                                                                                                                SW




                                                                                                                                                                                                                                                                                                                                                                                                                          WHERE POSSIBLE. TYP                                                                                                                                                                                                                                                                                 &
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  D                                                                                                        RB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TE                                                                                                    KE                    AY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EC                                                                                                                         AD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         DIR AP                                                                                                                    RO
                                                                                                                                              SW                                          SW                                                                                                                                                                                                                                                                                                                                                                                                           BE NT TR                                                                                                               W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   T O   E                                                                                                                  NE
                                                                                                                                                                                                                        SW                                                                                                                                                                                                                                                                                                                                                                       FF EDIM             WELL GRADED, HARD,                                                                                OR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              NO                                                                                                                    G,
                             W                  W                                   W                        W                        W                                          W                              W                    W                        W                            W                          W                               W                        W                                    W                          W                            W          W                 W                       W                                                          RU O A S       ANGULAR, EROSION RESISTANT                                                                           TIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               T                                                            NT                                                IS
                                                                                                                                                                                                                                     SW                                                                                                     EXISTING TREE TO                                                                                                                                                                                                                                                        75mm CRUSHED ROCK              NM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      E                                                    EX
                                                                                                                                                                                                                                                                   SW




                                                                                                        PROVIDE SAG KERB INLET                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  LIG
                                                                                                                                                                                                                                                                                                                                            BE REMOVED                                                                                                                                                                                                                                                                                   YA
                                                                                                          PROTECTION. TYPICAL                                                                                                                       SW                                                                                                                                                                                                                                                                                                                                                                             E   RT                                                                 EXISTING KERB AND CHANNEL TO BE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                OP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PR                                                                          PROTECTED DURING CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          AND REINSTATED IF DAMAGED


                                                                                                                                                                                                                                                               LAYOUT PLAN                                                                                                                                                                                                                                                                                                                        TYPICAL CONSTRUCTION ENTRY/ EXIT
                                                                                                                                                                                                                                                                         SCALE 1:200                                                                                                                                                                                                                                                                                                                                          NOT TO SCALE


                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CLIENT:                                           SCALE:     AS SHOWN                         DRAWN:      MD                      PROJECT:                                                                                                       JOB No.:
                                                                                                                                                                                                                                                                                                                                                                                                                                           E: [email protected]




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROPOSED SUPERMARKET DEVELOPMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  15087
                                                                                                                                                                                                                                                                                                                                                                                                                                           A: PO Box 26, Carina




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SHEET SIZE: A1                              DESIGN:     MD
                                                                                                                                                                                                                                                                                                                                                                                                                                           Ph: (07) 3172 8334




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         3 GARNET STREET, COOROY QLD 4563
PLOTTED: 24.06.2016




                                                                                                                                                                                                                                                                                                                                                                                                                                           W: vtce.com.au




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DATUM:     AHD                              CHECKED:    AvT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                P. ZIPF
                                                                                                                                                                                                                                                                                                                                                                                                                                               QLD 4152




                                                                                                                                                                                                                                          C   24.06.16 UPDATED SITE LEVELS AND STORMWATER                                                                  MD          AvT                                                                                                                                      COPYRIGHT: THIS DOCUMENT IS AND SHALL REMAIN    APPROVED:                           DRAWING TITLE:                                                                                                 DRAWING No.:                 REV.:
                                                                                                                                                                    0        2        4         6           8          10                 B   25.05.16 MINOR AMENDMENTS                                                                                    MD          AvT                                                                                                                                      THE PROPERTY OF vT CONSULTING ENGINEERS. THIS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PRELIMINARY EROSION AND SEDIMENT CONTROL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    C
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                DOCUMENT MAY ONLY BE USED FOR THE PURPOSE


                                                                                                                                                                    SCALE 1:200
                                                                                                                                                                                                                                          A   05.02.16 ORIGINAL ISSUE                                                                                      MD          AvT                                                                                                                                      FOR WHICH IT WAS COMMISSIONED AND IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ACCORDANCE WITH THE TERMS OF ENGAGEMENT.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                UNAUTHORISED USE OF THIS DOCUMENT IN ANY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                LAYOUT PLAN AND DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        P001
                                                                                                                                                                                                                                       REV.    DATE:                                             AMENDMENT:                                                BY:         APP:                                                                                                                                                                                                                                                                                                                                        NOT FOR CONSTRUCTION