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Proposed Plan

Attached to the e-mail Operational Works Application OPW19/0193 - DA Form 1- Cover Letter - Proposed Plan - 91 Ewarts Rd COORAN.

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Plans and drawings

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                                                                                                                                                                                                                                                                                                NOTES
                                                                                                                                                                                                                                                                                         1) LEVELS & CONTOURS SHOWN ARE
                                                                                                                                                                                                                                                                                            BASED ON ASSUMED DATUM. PRIOR
                                                                                                                                                                                                                                                                                            TO CONSTRUCTION THE RELEVANT
                                                                                                                                                                                                                                                                                            AUTHORITY SHOULD BE CONTACTED
                                                                                                                                                                                                                                                                                            FOR POSSIBLE MINIMUM FLOOR
                                                                                                                                                                                                                                                                                            LEVEL REQUIREMENTS AND FLOOD
                                                                                                                                                                                                                                                                                            INFORMATION.
                                                                                                                                                                                                                                                                                         2) DP - 90Ø DOWNPIPES TO STORM
                                                                                                   PROPOSED HOUSE                                                                                                                                                                           WATER PIPES 100MM MIN. COVER.
                                                                                                      R.L. 195.95                                                                                                                                                                           1 IN 100 MIN. FALL.
                                                                                                                                                                                                                                                                                         3) 1 - DOWNPIPE PER 12M OF
                                                                                                                                                                                                                                                                                            GUTTER REDUCE BY 1M FOR EACH
                                                                                                                                                                                                     2739                                                                                   BEND IN GUTTER
                                                                                                              PAD LEVEL
                                                                                                                                                                                                                                                                                         4) STORM WATER PIPES SHALL BE
                                                                                                                195.05                                                                          201                                                                                         CONNECTED TO RAINWATER
                                                                                                                                                                                                      3
                                                                                                                                                                                                                                                                                            STORAGE TANKS TO LOCAL
                                                                                                                                                                                                                  FU                                                                        AUTHORITY REQUIREMENTS.
                                                                                                                                                                                   4527
                                                                                                                                                                                                                OW TURE
                                                                                                                                                                                                                   NE        SH
             WATER TANK                                                                                       PAD LEVEL                                                                                     REQ APP R, SE ED B
                                                                                                350
                                                                                                                                44                                                                             UIR LICA PERA Y
                                                                                                               195.665                                                                                            ED               T
                                                                        30
                                                                                                                                            40                                                                        F.F TION E
                                                                                              35                                                                                                                         . L.
                                                                                                                                                                                                                              194
                                                                                                                                                             35                                                                  .74

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                                                     15299




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                                                                                                                                                                16365




                                                                                                                                                                                     17894
                                                                                                      10200




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                                                                                                                                                                                                                                                                19048
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                                                                                                                                                                                                                                       13333
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                             10                                                                                                                                                                                                                                                                       N O R T H
                                                                                                                                                                                                                                                                                                PROPERTY DESCRIPTION
                                                                                                                                                                                                                                                                                                LOT       61    ON CP M371155
                                                                                                                                                                                                            15                                                                                            91 EWARTS ROAD
                          3000
                             5                                                                                                                                                                                                                                                                  SUBURB                   COORAN QLD
                                                                                                                                                                                                                                                                                                LOCAL AUTH.              SUNSHINE COAST
                                                                                                                                                                                                                                                                                                PARISH                   -
                                                                                                                                                                                                                                                                                                COUNTY                   -
                                                                                                                                                                                                     10                                                                                         AREAS                               M
                                                                                                                                                                                                                                                                                                                                      2

                                                                                                                                                                                                                                                                                                LAND                                1507
                                                                                  SITE PLAN NOTES:                                                                                                                                                                                              SITE COVERAGE
                                                                                                                                                                                                                                                                                                SITEWORKS                  LEGEND
                                                                                                                                                                                                                                                                                                                                    23.02%
                                                                                  SURFACE WATER DRAINAGE MUST BE PREVENTED FROM ENTERING THE BUILDING WITH FGL SLOPING 50MM OVER FIRST 1M AWAY
                                                                                  FROM THE BUILDING & FINISHED SLAB LEVELS.                                                                                                                                                                     CUT:- -             DENOTES 100mm
                                                                                                                                                                                                                                                                                                FILL:-   -          DIA P.V.C STORM-
                                                                                                                                                                                         5                                                                                                      PAD AHD.:- -         WATER PIPE.
                                                                                  HEIGHT AT MINIMUM FFL 150MM ABOVE FGL OR MINIMUM 100MM ABOVE FGL IN SANDY, WELL DRAINED AREAS OF LOW                                                                                                                                 DENOTES 250 x 250
            A-01-02 - SITE PLAN                                                   RAINFALL INTENSITY (Q20 125MM) OR 50MM ABOVE IMPERMABLE PAVED OR CONCRETED AREAS30IN00ACCORDANCE WITH NCC P                                                                                                   F.F.L. AHD.:- VARIES SURFACE WATER GRATE




                                                                                                                                                                                                                                                                                                                         SWG
     1                                                                            3.1.2.3
                                                                                                                                                                                                                                                                                                NOTE : PLATFORM HEIGHT
                                                                                                                                                                                                                                                                                                & RETAINING CAN VARY
                                                                                                                                                                                                                                                                                                                               CONNECTED TO SEPARATE
                                                                                                                                                                                                                                                                                                                               STORMWATER PIPE.
            1 : 200                                                                                                                                                                                                            This drawing is copyright and must not be reproduced in          DUE TO SITE COND.
                                                                                  BUILDER TO FOLLOW THE BEST PRACTICE GUIDELINES FOR CONTROLLING STORMWATER POLLUTION FROM BUILDING SITES                                           whole or part without the written permission of
                                                                                                                                                                                                                                                                                                 WRITTEN DIMENSIONS SHALL TAKE
 CONSTRUCTION                                                                     STIPULATED BY LOCAL COUNCIL                                                                                                                                   R & V DEVELOPMENTS          ©                        PRECEDENCE OVER SCALE.
                                                                                                                                                                                                                                                                                                SURVEYOR No. - -
SCALE:            No.                 Description            Drawn     Date        THE(07)
                                                                                PHONE   BUILDER
                                                                                           5476 8690IS RESPONSIBLE   TO CHECK ALL EXISTING SERVICES PRIOR TO BEGINNING CONSTRUCTION.
                                                                                                                                                                          Martens Building Design            CLIENT:                                                            SHEET:
                   1                PRELIMINARY              KURT    04/04/19                                                                                                                                           A. & S. Leontakianakos                                  A-01-
                                                                                                                                                                                                                                                                                  01-02 SITE PLAN
As indicated@                                                                   FAX (07) 5476 9380                                                                             0432 224 604

                                                                                                        TRU                              BUILT
                   2                 REVISIONS               KURT    17/04/19   MOBILE 0418 986595
DATE:
A3                 3                 REVISIONS               KURT    01/05/19                                                                                                [email protected]              ADDRESS:                                                           REVISION:             WIND RATING              FIRE RATING
07/07/19           4                 REVISIONS               KURT    06/05/19        PO BOX 1244                                                                          ABN: 20 218 687 996                LOT 61 #91 EWARTS ROAD,                                                        9                   N5                  BA L 19
                                                                                     BUDERIM 4556
DESIGNED:          5                 DRIVEWAY                KURT    14/05/19
                                                                                     LIC NO. 729650
                                                                                                                                                                              QBSA: 126 4589                 COORAN, QLD,
                   6                 REVISIONS               KURT    23/05/19                                                                                           Signed:___________________                                                                              TRU BUILT JOB NO.:                 MBD NO.:
Rod Soppe          7                 DECK SIZE               KURT    06/05/19                                   R & V DEVELOPMENTS PTY. LTD.                                                                                                                                                1008                               J 1907
                   9              WORKING DRAWINGS           KURT    07/07/19
                                                                                                                                                                          Kurtis Martens / Owner
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