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Attachment D - Tod Engineering Webb Rd carpark plan

Attached to the e-mail Response to Information Request - MCU17/0024.

of 1

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                                                                                                                     12%




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                                                                                                                             13.3%
                                                                                                                                                                                                                                           PROPOSED NEW




                                                                                                                                                                                                                                                                                                                                                                                           SW
                                                                                                                                                                                                                                           KERB AND CHANNEL




                                                                                                                                                                      20.8
                                                                                                PARKING BAYS
                                                                                                5.4m LONG x 2.4m WIDE                                                                                                                                1 IN 4 BATTER
                                                                                                                                                                       11.6%



                                                                         WE                                                                                                                                                                       500mm ABOVE
                                                                           BB                                                                                                                                                                     EXISTING LEVEL
                                                                                   RO
                                                                                        AD
                                                                                                                                                                                                                                                          PROPOSED STORMWATER PIT WITH 4 GRATES




                                                                                                                                                                                                 20.4
                                                                                                            13.9                                                                                                                                          AND 2 x 3.6m LINTELS. REFER C-M CONCRETE
                                                                                                                %                                                                  11.4%                                                                  PRODUCTS (2 x C-M DOUBLE GRATED ROAD
                                                                                                                                                                                                                                                          GULLY INLET UNITS 3.6m)


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                                                                                                                                                                                                                                                          SW                 EXISTING
                                                                                                                                                                                                                                                                        SW              1300Ø STO
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                                                                                                                                                                                                             11.2%                                                                                                                        SW
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                                                                                                                                                                                                        SW                                                                              EXISTING STORMWATER PIT                                        SW
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                                                                                                                                                                                                                                                                                        ·   REMOVE ROOF SLAB AND GRATE                                                               SW
                                                                                                                                                                                                                                                                                        ·   EXTEND PIT WALLS
                                                                                                                                                                                            SW
                                                                                                                                                                                                                                                                                        ·   CONSTRUCT NEW ROOF SLAB TO SUIT THE
                                                                                                                                                                                                                                                                380mm ABOVE                 NEW DOUBLE GRATED INLETS
                                                                                                                                                                              SW PE                                                                             EXISTING LEVEL
                                                                                                                                                                      0Ø          PI
                                                                                                                                                                 60          R
                                                                                                                                                               E
                                                                                                                                                     I NGSW AT
                                                                                                                                                    T      W
                                                                                                                                                 IS
                                                                                                                                             E X        RM
                                                                                                                                                      O
                                                                                          PROPOSED ROAD                                      SW ST
                                                                                          PAVEMENT
                                                                                                                                  SW




                                                                                                                                                                                                                   10.6%
                                                                                                                                   SW




                                                                                                                                                                                                                                                           PROPOSED NEW
                                                                                                                                             SW




                                                                                                                                                                                                                                                           KERB AND CHANNEL
                                                                                                                                     SW




                                                                                                                                                                                                                   20.0
                                                                                                                                 300Ø


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                                                                                                                                     SW


                                                                                                                                                       600Ø SW




                                                                                                                                                                                                                                                        PARKING BAY
                                                                                                                                                                                                                                                        5.4m LONG x 2.1m WIDE
                                                                                                                                        SW




                                                                                                                                                                                                                                                        1 IN 4 BATTER
                                                                                                                                                                 SW
                                                                                                                                        SW




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                                                                                                                                                                                                                                                                                                                                                                                                                                                          0      2         4       6m
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                                                                                                                                                                                                                                                                                                                                                                                                                                                              Scale 1:100 @A1
                                                                                                                                                                                                                                                                                                                                                                                                                                                              Scale 1:200 @A3

     COPYRIGHT ©                                                                   Associated Consultants           Client                                                                                                                                                     Drawn                Verified               Project                                                              Drawing Title                                                     Scale            Sheet Size
This drawing is subject to                                                                                                                                                                                                                                                     M.K.P.               D.R
copyright in accordance with the                                                   MARTOO CONSULTING                SUNSHINE BEACH                                                                                                                                             Designed             Verified
                                                                                                                                                                                                                                                                                                                           SUNSHINE BEACH SLSC                                                  CONCEPTURAL                                                       AS SHOWN A1
agreement between Tod                                                              TOWN PLANNERS +
Consulting pty ltd (tc) and tc's
client. This drawing shall only be                                                 URBAN DESIGNERS +                SLSC                                                                                                                                                       M.K.P.               D.R                    WEBB ROAD PARKING                                                    LAYOUT PLAN                                                       Drawing Number
used for this specific project.
                                                                                   DEVELOPMENT MANAGERS                                                                                                                                                                        Approved
                                                                                                                                                                                                                                                                               D. REYNOLDS
                                                                                                                                                                                                                                                                                                    RPEQ No
                                                                                                                                                                                                                                                                                                    9072
                                                                                                                                                                                                                                                                                                                       RDP                                                                                                                                        16636-SK01
This drawing shall not be used                                                     13/6-12 BOTTLEBRUSH AVE                                                                                                                       Noosa: 07 5449 9600                                                                   LOCAL AUTHORITY SUNSHINE COAST REG COUNCIL
for construction until marked as
                                                                                                                                                                                                                 Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
                                                                                                                                                                                                                                                                               Signed               Date               MCU APPROVAL                               HORIZ DATUM                              0      10     20    30     40    50       60           Sheet             Revision
                                                                                                                                                                                                                          PO Box 61, Noosaville, QLD 4566
                                      A   13.07.17 ISSUED FOR APPROVAL    M.K.P.   NOOSA HEADS, QLD 4567
'issued for construction' in the
revision description.                Rev Date Revision Description        Drawn
                                                                                                                                                                                                               [email protected]      www.todconsulting.com
                                                                                                                                                                                                                                 ABN 39 128 805 336
                                                                                                                                                                                                                                                                                                                       ROL APPROVAL
                                                                                                                                                                                                                                                                                                                       OPW APPROVAL
                                                                                                                                                                                                                                                                                                                                                                  VERT DATUM AHD
                                                                                                                                                                                                                                                                                                                                                                  RL                                            MEASUREMENT BAR - INCREMENTS IN mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        A
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Attachment D - Tod Engineering Webb Rd carpark plan.pdf · 379 KB (small file)

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