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Residential driveway design plans

Attached to the e-mail FW MCU220086 - Council information request.msg.

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Plans and drawings

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                                                 139                                                                 134




                                                                                                                                                                                                                                                                     153
                                                                                                                                                                                                                                                                                                                                                                                            167




                                                                                                                                                                                                 139
                                                                                                                                    135
                                                                                                                                                 136
                                                                        140
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  DT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     H     300
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                WI
                                                                                                                                                                    137        138
             N                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            MIN




                                                                                                                                                                                                                                                                           154
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      m




                                                                                                                                                                                                                                                                                 155
                                                                                                        141                                                                                                                                                                                                                                                                                                                                                                                                       3.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     4.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        mM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             IN




                                                                                                                                                                                                                                                                                                 158
                                                                                                                                                                                                                                                                                       156
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  LE




                                                                                                                                                                                                                                                                                                                                                                                                                                                    AD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             mm                                                                                                        NG
                                                                                                                                               142                                                                                                                                                                                                                                                                                                                                                       300                                                                                                             TH




                                                                                                                                                                                                                                                                                                                                                                                                                                      PINCH BLACK RO
                                                                                                                                                                                                                                                                                                       159
                                                                                                                                                      143




                                                                                                                                                                                                                                                                                                                         163
                                                                                                                                                     144




                                                                                                                                                                                                                                                                                                             160
                                                                                                                                                                                                                                                                                                             161
                                                                                                                                                                                                                                                                                                              162
                                                                                                                                                            145
                                                                                                                                                                  146              147


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CHAINS
                                                                                                                                                                                                            148




                                                                                                                                                                                                                                                                                                                                          168
                                                                                                                                                                                                                  149
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         100Ø HARDWOOD LOGS OR                                                                                                              ROAD
                                                                                                                                                                                                                         150
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         50Ø METAL RODS 25mm (MIN)
                                                                                                                                                                                                       152                                                                                                                                                                                                                                                                               SPACING.
                                                                                                                                                                                                                        151
                                                                                                                                                                                     153




                                                                                                                                                                                                                                                                                                                                                  169
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SHAKEDOWN GRID (OR APPROVED EQUIVALENT)




                                                                                                                                                                                                                                                                                                                                                170
                                                                                                                                                                                                                                                                                                                  16
                                                                                                                                                                                                                                                                                                                     4                                                                                                                                                                                              SHAKEDOWN GRID (OR APPROVED EQUIVILENT)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    NOT TO SCALE



                                                                                                                                                                                                                                                                  ROAD 1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0.1m SPILLWAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0.1m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING SURFACE PROFILE
                                                                                         .
                                                                                     MAX




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.6m MAX
                                                                              2.0m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0.2m
                                  FLO
                                        W
                                                                                                                                                                                                                                                                                       PLAN
                                                                                                                                                                                                                                                                                       SCALE 1:500

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             D50 = 150mm NOM WELL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             GRADED COARSE AGGREGATE
                                                                                                                                                                                                                                                                                             LEGEND
                                                                                                                           STAR PICKET POSTS (OR                                                                                                                                             EXISTING PROPERTY BOUNDARY
              0.5m MIN.




                                                                                                                           EQUIVALENT) DRIVEN 0.5m - 0.7m
                                                                               OVERLAP DETAIL                              INTO GROUND                                                                                                                                                       FINISHED SURFACE MAJOR CONTOUR (1.0m)                                                                     56
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CHECK DAM DETAIL
                                                                                      GRASSED BUFFER                                                                                                                                                                                         FINISHED SURFACE MINOR CONTOUR (0.25m)                                                                                                                                                                                                                           NOT TO SCALE
                                                                                           ZONE
                                                                                                                                                                                                                                                                                             TOP OF BATTER

                                                                                                                                                                                                                                                                                             TOE OF BATTER
                                                       GEOTEXTILE EMBEDDED 0.2m INTO                                                                                                                                                                                                                                                                                                                                                                                                                                                                         DRAINAGE AREA 4Ha MAX.
              0.2m MIN.




                                                       GROUND ON UPSLOPE SIDE OF                                                                                                                                                                                                             BATTER SYMBOL                                                                                                                                                                                                                                                   HEIGHT 0.6m MAX.
                                                       FENCE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SPILLWAY AT LEAST 0.1m
                                                                                                                                                                                                                                                                                             TIMBER BOLLARD                                                                                                                                                                                                                                                  BELOW SIDES

                                                                                                                                                                                                                                                                                             CHECK DAM
                                              PERSPECTIVE - SEDIMENT FENCE                                                                                                                                                                                                                   SEDIMENT FENCE                                                                                                                                                                                           BATTER SLOPE
                                                                          NOT TO SCALE                                                                                                                                                                                                                                                                                                                                                                                                                1 : 2 OR LESS

                                                                                                                                                                                                                                                                                             CUT AREA (292 m3)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DIRE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CTIO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         OF FL
                                                                                                                                                                                                                                                                                             FILL AREA (433 m3)                                                                                                                                                                                                                 OW

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     GEOT
                                                                                                                            RL818 MESH FABRIC TIED TO MESH                                                                                                                                                                                                                                                                                                                                                E
                                                                                                                            WITH TIE WIRE                                                                                                                                                                                                                                                                                                                                                            EMBE XTILE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0.2m DDED
                                                                                                                                                                                                                                                                                             VEHICLE SHAKE DOWN                                                                                                                                                                                          MIN
                                                                                                                                                                                                                               0.5m MIN.




                                                                    A                                                                DISTURBED AREA
                                                                    -
                                                                                                                                                                                            GRASSED BUFFER
                                                                                                                                                        FLOW                                ZONE

                                                              20m MAX.
                                                                                                                                               N.S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PERSPECTIVE - CHECK DAM
                                                                                             1.0m




                                                                                                                                                                                                                               STAR PICKET POSTS OR EQUIVALENT
                                                                                                                                                                                                                                 DRIVEN 0.5m - 0.7m INTO GROUND




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      NOT TO SCALE
                                                                                                                                                                                     0.2m




                          GEOFABRIC
                                                                FLOW




                                                                                                                                    GEOTEXTILE EMBEDDED 0.2m
                                                                                                                                    INTO GROUND
                                                                                                                                                                        0.1m


                  STAR PICKETS                                                SEDIMENT FENCE ON OR
                                                                              NEAR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Registered Professional
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Registration

                                            PLAN - SEDIMENT FENCE                                                                                                              A             SECTION                                                                                                                                                                                                                                                                                                                                                                                                         RPEQ
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Registration Discipline
                                                             NOT TO SCALE                                                                                                      -             NOT TO SCALE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CIVIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Signature                    No.  27812
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             C.BASE                     Date 08.09.22




                                                                                                    0         5       10       15         20     25m
                                                                                                                                                                                                                                                                                                                                                                              145 Ann St Brisbane QLD 4000 Australia
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Client
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    MATT BRADLEY DESIGNS PTY LTD                                                                  Drawing
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Title     EARTHWORKS AND                                                       Size

                                                                                                                                                                                                                                                                                                                                                                              GPO Box 668 Brisbane QLD 4001
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SEDIMENT CONTROL PLAN                                                A1
                                                                                                        SCALE 1:500 AT ORIGINAL SIZE                                                                                                                                                               R     THIS DRAWING INCLUDES                                                T 61 7 3316 3000 F 61 7 3319 6038
 B ISSUE FOR DA                                                CB      MG    08.09.22                                                                                                                                                                                                                    COLOURED INFORMATION                                                 E [email protected] W www.ghd.com
                                                                                                                                                                                                                                                                                             G           COPIES OF THIS DRAWING MUST BE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Project
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    411 BLACK PINCH ROAD DRIVEWAY
 A ISSUE FOR REVIEW                                            CB      MG    05.09.22                                                                                                                                                                                                                                                                                                                                                                    www.ghd.com
Rev Description                                              Checked Approved Date
                                                                                                                                                                                                                                                                                                   B          PRODUCED IN COLOUR

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DESIGN
Author     N. BIRINDWA           Drafting Check D. SIPPEL                                                                                                                                                                                                                                                                                                                                                                                                   Project No.                                                                                                                                                                            Drawing No.   Rev
                                                                                                                                                                                                                                                                                                                                                  Conditions of Use. This document may only be used by GHD's client (and any other
Designer   C. BASE               Design Check    R. ORTIZ                                                                                                                                                                                                                                                                                         person who GHD has agreed can use this document) for the purpose for which it was
                                                                                                                                                                                                                                                                                                                                                  prepared and must not be used by any other person or for any other purpose.
                                                                                                                                                                                                                                                                                                                                                                                                                                                          12592247
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Status
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ISSUE FOR DA                                                             Status
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Code                                                                     12592247-C041             B
Plot Date: 8 September 2022 - 8:36 PM       Plotted by: Cenn Base                                       File Name:    C:\12d\SW\data\P-00-12D-001\41-12592247 - 411 Black Pinch Road - Driveway Design_2099\CADD\Drawings\12592247-C041.dwg
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