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Appendix A - Proposal Plans · MCU20/0090

Plans and drawings: the text below has words only, no drawings.

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Real Property Description                                                                                   PROPOSED WORKS:
Site Address Jetty 256 Gympie Terrace, Noosaville
Lot: 158                                                                          ENCLOSE FRONT & REAR SECTION OF THE EXISTING
Plan: SP146043                                                                                                  JETTY BUILDING
Local Authority: Noosa Shire Council.
BUILDERS NOTE
THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING SERVICES
PRIOR TO BEGINNING CONSTRUCTION AND DESIGNER TO BE                                                                                                                                                                     17.73
NOTIFIED.                                                                                                                                                                                                              60°30'


                                                                                                                                                                                EXISTING FIXED PONTOON
PRIOR AND DURING CONSTRUCTION ALL LEVELS, HEIGHTS AND
MEASUREMENTS TO BE CONFIRMED ON SITE IN ACCORDANCE WITH
STATUTORY AUTHORITIES.

ALL CONSTRUCTION WORKS TO BE IN ACCORDANCE WITH DA
APPROVAL CONDITIONS AND COUNCIL APPROVED PLANS. ANY
DISCREPANCIES NOTED PLEASE CONTACT DESIGNER.
WALKING SURFACES SHALL BE FINISHED IN ACCORDNCE WITH
AS4586.                                                                                                 NORTH
STORMWATER NOTE
ALL STORMWATER DRAINAGE SHALL BE IN ACCORDANCE WITH
AS3500.3. ALL STORMWATER DRAINAGE SHALL BE IN ACCORDANCE
WITH COUNCIL GUIDELINES TO MINIMISE EROSION AND SCOURING.
STORMWATER FLOW OTHER THAN NATURAL OVERLAND FLOW
SHALL NOT BE DISCHARGED ONTO NEIGHBORING PROPERTY.
ALL STORMWATER DRAINAGE DESIGN IS PRELIMINARY AND SHALL
BE CONFIRMED BY A LICENCE HYDRAULIC ENGINEER.
CLIMATE CODE
ENERGY EFFICIENCY ASSESSOR TO CONFIRM ADEQUACY OR




                                                                                                                                   330°30'




                                                                                                                                                                                                                                                         150°30'
                                                                                                                                                                                                                                                         29.352
                                                                                                                                    24.20
PROPOSED CONSTRUCTION. PROVIDE INSULATION IN ACCORDANCE
WITH THE NCC ANF BERS CERTIFICATION REPORT.

BUSHFIRE NOTE




                                                                                                                                                                                                    EXISTING GANGWAY
THE PROPOSED BUILDING IS LOCATED IN A BUSHFIRE PRONE AREA.
BUILDING CONSTRUCTION TO BE IN ACCORDANCE WITH N.C.C
PART 3.7.4 & A.S. 3959 REFER TO ASSESSMENT CONDUCTED FOR
BAL RATING.

DESIGN PARAMETERS
WIND
- BASIC WIND SPEED Vu = 57 m/s
- TERRAIN CATEGORY TC2
- GUST DURATION = 30sec
                                                                                                                                             240°30'
WAVE                                                                                                                                          2.80

- WIND GENERATED WAVE Hmax 0.6m                                                                                                                                  EXISTING
- BOAT WAKE Hmax 0.5M                                                                                                                                             ROOF




                                                                                                                                                       330°30'
                                                                                                                                                        12.27
BERTING IMPACT
- APPROACH VELOCITY v = 0.3m/s

FLOOD CURRENT                                                                                                                                                    EXISTING                                                                240°30'
- 100 FLOOD Vmax = 1.5m/s                                                                                                                                        BUILDING
                                                                                                                                                                                                                                          9.183

ALL VESSELS SHALL BE REMOVED UNDER FLOOD CONDITIONS




                                                                                                                                                                                                                        15 7°38'
                                                                                                                                                                                                                         6.45
LIVE LOAD ON PONTOONS
- MAX UNIFORMLY DISTRIBUTED LOAN 3kpa
- FREEBOARD UNDER DEAD LOAD 400 25mm




                                                                                                                                                                                                EXISTING JETTY
                                                                                                                                                                 EXISTING

                                                                                                             Site
NOTES:                                                                                                                                                            ROOF

1.       TIMBER JETTY AND RP BOUNDARY ARE BASED ON PREVIOUS
         SURVEY CONDUCTED. DRAWING FILE: detail_060514.DWG                                        1          1 : 200
                                                                                                                                                                                 '




                                                                                                                                                                                                                  150°57'
                                                                                                                                                                             °37
                                                                                                                                                                        2 2 0 37




                                                                                                                                                                                                                   2.23
                                                                                                                                                            25 2°21
                                                                                                                                                                    '      2.2
                                                                                                                                                            1.13 3




                                                                                                                                                                                     330°20'
                                                                                                                                                                                      2.085
LEGEND:                                                                                                                                                                                        239°0'
                                                                                                                                                                                                1.71

                                      LEASED BOUNDARY AREA


                                                                                             DRAWING TITLE:            SITE PLAN
                                                              Hayley Deans Designs
                                                              M: 0417 194 192                SITE ADDRESS:             256 GYMPIE TERRACE, NOOSAVILLE
                                                                                                                                                                                                                                              DW 02
                                                              E: [email protected]   CLIENT NAME:              BAYENO PTY LTD - U DRIVE BOAT HIRE
                                                              Superior Built QLD Pty Ltd
                                                              QBCC Licence: 1249579          ISSUE:                    CONSTRUCTION ISSUE                                                                                                     DRAWING NUMBER



                                                                                             DRAWING DATE:                DRAWN BY: Hayley Deans                                     SCALE:                                        AS/INDICATED

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