Attachment 6 - UnityWater Concurrence Agency Referral

          PROPOSED BOUNDARY RETAINING WALL & LANDSCAPING AT: 10 SURFSIDE COURT, SUNSHINE BEACH

                                  GENERAL NOTES:                                                                        CONCRETE NOTES:                                                            FENCE NOTES:
                                  G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHER                      C1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE                     F1. FENCE RAILS SHALL BE UNS F14 GRADE HARDWOOD TIMBER MIN.
                                      CONSULTANTS DRAWINGS AND SPECIFICATIONS.                                             WITH THE REQUIREMENTS OF THE RELEVANT CURRENT AUSTRALIAN                F2. FENCE RAILS SHALL BE CONTINUOUS MEMBERS OVER 2-SPANS & BE
                                  G2. SETTING OUT DIMENSIONS AND SIZES OF MEMBERS OR ELEMENTS SHALL                        STANDARD CODES (AS3600, AS2870 & AS1379), BUILDING BY-LAWS                  H3 TREATED.
                                      NOT BE OBTAINED BY SCALING THE DRAWINGS.ALL DIMENSIONS SHOWN                         AND THE ORDINANCES OF THE RELEVANT LOCAL AUTHORITY                      F3. ALL UNSEASONED HARDWOOD TIMBER TO BE F14 STRENGTH
                                      ON THE ENGINEERING DRAWINGS SHALL BE CHECKED BY THE CONTRACTOR                  C2. ALL CONCRETE PLACEMENT SHALL BE VIBRATED INTO PLACE.                         GRADE WITH A JOINT GROUP OF J3 MINIMUM.
                                      BEFORE COMMENCEMENT OF FABRICATION OR SITE WORKS.                               C3. NO CONCRETE TO BE POURED WHEN SITE TEMPERATURE EXCEEDS                   F2. FENCE PALINGS SHALL BE F14 HWD STRENGTH GRADE TIMBER MIN.
                                  G3. DURING CONSTRUCTION, THE STRUCTURE SHALL BE MAINTAINED IN A                         35° C OR FALLS BELOW 5°C                                                     H3 TREATED.
                                      SAFE & STABLE CONDITION. ONSITE TEMPORARY SHORING SHALL BE                      C4. PROVIDE THE ENGINEER WITH 48 HOURS NOTICE OF                             F3. ALL TIMBERS TO BE FREE OF DEFECTS AND COMPLY AS1720
                                      INSTALLED BY BUILDER TO RETAIN THE EXISTING ADJACENT LOTS SAND                      REINFORCEMENT BEING READY FOR INSPECTION.                                F3. ALL FASTENERS AND FIXINGS TO BE HOT DIP GALVANIZED UNLESS
                                      MATERIAL.                                                                       C5. NO CONCRETE IS TO BE POURED WITHOUT THE PRIOR APPROVAL OF                    NOTED OTHERWISE.
                                  G4. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE THE                             THE ENGINEER.                                                           F4. ALL STEEL USED TO BE HEAVY HOT DIP GALVANIZED, CLEAR OF ALL
                                      REQUIREMENTS OF THE CURRENT EDITIONS INCLUDING AMENDMENTS OF                    C6. ALL FOOTING EXCAVATIONS SHALL BE CLEANED OF LOOSE MATERIAL                   ZINC DEPOSITS AND WELDING SLAG.
                                      THE RELEVANT SAA CODES OF PRACTICE AND NATIONAL CONSTRUCTION                         AND WATER.
                                      CODES NCC, EXCEPT AS VARIED BY THE CONTRACT DOCUMENTS AND OF                    C7. ALL FOOTINGS TO FOUND MATERIAL OF MINIMUM SAFE BEARING                   STEELWORK NOTES:
                                      THE BY-LAWS OF THE LOCAL GOVERNMENT AUTHORITY.                                      CAPACITY >100kPa.
                                  G5. PERMANENT, IMPOSED AND OTHER LOADS (DEAD & LIVE) FOR THIS                       C8. BORED PIER FOOTINGS SHALL INCLUDE FORMA-TUBE SLEEVES.                    S1. ALL STEELWORK SHALL COMPLY WITH THE REQUIREMENTS OF:-
                                      PROJECT HAVE BEEN DETERMINED IN ACCORDANCE WITH AS1170.1 - 2002                 C9. NO ADDITIONAL FILL MATERIAL SHALL BE PLACED TO THE EXISTING                  AS4100 - STEEL STRUCTURES
                                      & AS4678-2002 EARTH RETAINING STRUCTURES.                                            ADJACENT ALLOTMENTS.                                                        AS2312 - GUIDE TO THE PROTECTION OF IRON AND STEEL.
                                  G6. THE METHOD OF CONSTRUCTION AND HEALTH AND SAFETY DURING                         C10. BUILDER TO VERIFY LOCATIONS OF ALL EXISTING SERVICES ON SITE                AS1214 - HOT DIP GALVANISING OF THREADED FASTENERS
                                      CONSTRUCTION ARE THE RESPONSIBILITY OF THE BUILDER.. IF STRUCTURAL                  PRIOR TO UNDERTAKING SITE EXCAVATION WORKS.                              S2. PLATES, CLEATS, BRACES AND ALL OTHER HOT ROLLED SECTIONS SHALL
                                      ELEMENTS POSE A RISK OR DIFFICULTY WHEN CONSTRUCTING, ADVICE                    C11. BORED PIER FOOTINGS SHALL BE N25 CONC MIN STRENGTH GRADE.                   BE GRADE 300 MATERIAL U.N.O. AND POWER BRUSHED TO ST2 AND
                                      SHALL BE SOUGHT FROM THE STRUCTURAL ENGINEER.                                   C12.RETAINING WALL SLEEPERS SHALL BE N40 CONC MIN STRENGTH                       PRIMED WITH AN APPROVED METAL PROTECTIVE COATING.
                                                                                                                          GRADE.                                                                   S3. ALL EXTERNAL STEEL MEMBERS SHALL HOT DIPPED GALVANISED
                                                                                                                                                                                                       INCLUDING CLEATS, BOLTS & WASHERS U.N.O.
                                                                                                                                                                                                   S4. WHERE CORROSION COATINGS ARE DAMAGED OR INHIBITED AND SITE
                                                                                                                                                                                                       WELDS ARE UNDERTAKEN 2-COATS INC RICH PAINT SHALL BE APPLIED.
                                                                                                                                                                                                   S5. ALL BOLTS SHALL BE GRADE 4.6/S SNUG TIGHT U.N.O

                                                                                                                                                                 PROPERTY DESCRIPTION
                                                                                                                                                                 No: 10 SURFSIDE COURT                                                         SITE GEOTECHNICAL:
                                                                                                                                                                 LOT: 26                                                                       REPORT BY:            DOUGLAS & PARTNERS
                                                                                                                            PROPOSED NEW BOUNDARY                ON: RP 845335                                                                 PROJECT No:           222438.01
                                                                                                                            RETAINING WALL WITH 1m               NOOSA SHIRE COUNCIL                                                           DATED:                09-08-2024
                                                                                                                            TIMBER PALING FENCE.
                                                                                                                                                                                                                                               REPORT ON GEOTECHNICAL INVESTIGATION
                                                                                                                                                                                                                                               RETAINING WALL DESIGN PARAMETERS:
                                                                                                                                                                                                                                               AS4687 TABLE D4:
                                                                                                                                                                                                                                               STIFF SANDY CLAYS - AVERAGE SOIL GROUP

                                                                                                                                                                                                                                                Yd = 19kN/m³ & Ø26° ANGLE OF FRICTION.

                                                                                                                                                                                                                                                C' = 30kPa.

                                                                                                                                                                                                                                               CLASS II BACKFILL - COMPACTED >95% DENSITY
                                                                                                                                                                                                                                               RISK CLASS B:
                                                                                                                                                                                                                                               LEVEL BACKFILL WITH 5.0kPa SURCHARGE.


                                                                                                                                                                                                                                               FENCE WIND DESIGN PARAMETERS
                                                                                                                                                                                                                                               AS1170.2 2021 - WIND ACTIONS
                                                                                                                                                                                                                                               REGION:               'B'
                                                                                                                                                                                                                                               IMPORTANCE LEVEL      1
                                                                                                                                                                                                                                               TERRAIN CATEGORY:     3
                                                                                                                                                                                                                                               Vult - 50yr           = 38m/s
                                                                                                                                                                                                                                               CPn                   = 1.2
                                                                                                                                                                                                                                               CPn                   = [email protected]                    = 0.9

                                                                                          SURFSIDE COURT



                                                             SITE LOCATION PLAN NTS

                                                                                                                                                                          StructuraLinc Consulting Engineers PROPOSED BOUNDARY RETAINING WALL & LANDSCAPING PROJECT No:
REV DATE       DESCRIPTION                           BY CHKD DRAWING DETAILS                      DRAWING SCALE uno                                                       Lincoln Roberts - CPEng, NER, RPEQ 17393 AT: 10 SURFSIDE COURT, SUNSHINE BEACH        24-29
A   04-10-2024 FOR CONSTRUCTION                       LR    KA   DESIGN       LR                                                                                                                             FOR: MR CHARLES MORT                                                  1 of 4
                                                                                                                                                                          www.structuralinc.com
                                                                 DRAWN        LR                                                                                          ph:  0478 009468
                                                                 CHECK BY     KA                                                                                                                             DRAWING TITLE:                                                     DWG No: REV
                                                                                                                                                                          e:   [email protected]
                                                                 DATE        OCT 2024                                                                                                                        RETAINING WALL SITE LOCATION PLAN                                      01      A
                                                                  FOR CONSTRUCTION
                                                                                        This drawing is not to be copied or amended without written permission
                                                                                        from StructuraLinc Consulting Engineers
                                                                                                                                                                                                             GENERAL CONSTRUCTION NOTES.