Attachment 6 - UnityWater Concurrence Agency Referral

                                                                                                                                                                                                                                             NOTE:
                    UNITY WATER
                                                      A                                                                                                                                                                                      THE BUILDER SHALL ALLOW FOR CUT & REMOVAL




                                                            .0m
                    MAINTENANCE HOLE                  03                                                                                  B                                                                                                  OF ALL ENCROACHING TREE ROOTS TO FACILITATE




                                                               RL:25
                    ASSET: 2665943                                                                                                        03                                                                                                 BORED PIER FOOTINGS.
                    S.L: 25.23m
                                                                                                                                                                                                               C
                                                                                        RW1-1800 HT                                                                                                            03
                    I.L: 23.35m
                                                          RW1-1600 HT                     MAX RW                                                                                                                                           NEW CONCRETE SLEEPER
                                                                                                                                                                                                                                           RETAINING WALL WITH 1m                 D
                                      BOUNDARY                                                                                                                                                                                             HT FENCE AS DETAILED                   03




                                                                                                                                                                                                                                     .0m
                                                                                                                                                            BOUNDARY                                    RW2-2400HT
                                                                                                                                                                                                                        MAX RW




                                                                                                                                                                                                                                                                                            .0m
                                                                                                                                                                                                                                     RL:24




                                                                                                                                                                                                                                                                                       RL:23
                                                                                                   SEWER MINIM
                                                                                                                 UM ALLOWAB
                                                                                                                              LE CLEARANC
S        S
                                                                                                                                               E LINE
                S
                                                                                                                                                                                                                                                                                  BOUNDARY                          RW
                       S       S
                                                 S                     UNITY WATE                                                                                                                                                                                                                                       2
                                                           S
                                                                        S               R ASSET ID:532                                                                                                                                                                                                                                      SEWER BRIDGING
                                                                                    S                 5098 Ø160 PE
                    RL:26.0m
                                                                                            S
                                                                                                    S             -1      00 RETICULA                                                                                                                                                                                                       FOOTING FB1.
                                                                                                            S
                                                                                                                                             TION MAIN A                                                                                                   SEWER MINIM




                                                                                                                                                                                                 1000
                                                                                                                     S




                                                                                                                                                                                                 MIN
                                                                                                                                 S
                                                                                                                                             S                   PPROX 7.4%                                                                                           UM ALLOWAB
                                                                                                                                                        S
                                                                                                                                                                    S
                                                                                                                                                                                S
                                                                                                                                                                                     GRADE.                                                                                     LE CLEARANC
                                                                                                                                                                                                                                                                                                  E LINE




                                                                                                                                                                                                                                                                                                                                     SEWER BR
                                                                                                                                                                                             S




                                                                                                                                                                                                                                                                                                                                      RW3 - 240 GING RW.
                                                                                                                                                                                                    S
                                                                                                                                                                                                           S
                                                                  SEWER BRIDGING                                                                                                                                    S




                                                                                                                                                                                                 1000
                                                                                                                                                                                                                            S




                                                                                                                                                                                                 MIN
                                                                                                                                                                                                                                 S
                                                                                                                                                                                                                                             S
                                                                  FOOTING FB1.                                                                                                                                                                      S
                                                                                                                                                                                                                                                          S
                                                                                                                                                                                                                                                                   S
                                                                                                                                                                                                                                                                          S
                                                                                                                                                                                                                                                                                 S
                                                                                                                                                                                                                                                                                             S
                                                                                                                                                                                                                                                                                                           S
                                                                                                                                                                                                                                                                                                                                                                 UNITY WATER




                                                                                                                                                                                                                                                                                                                                              ID
                                                                                                                                                                                                                                                                                                                    S




                                                                                                                                                                                                                                                                                                                                               0HT MAX
                                                                                                                                                                                                                                                                                                               E1
                                                                                                                                                                                                                                                                                                                            S
                                                                                                                                                                                                                                                                                                                                                                 DOWNSTREAM
                                                                                                                                                                                                                                                                                                               04                                                MAINTENANCE HOLE




                                                                                                                                                                        SB1
                                                                                                                                                                                                                                                                                                                                                                 ASSET: 2665928
                                                                            PROPOSED FUTURE                                                                                                                                                                                                                                                                      D.S IL: 18.70m
                                                                               EXTENSION
                                                                                                                         PROPOSED LANDSCAPE DECK




                                                                                                                                                                                                                                                                                                                                        Y
                                                                                                                                                                                                                                                                                                                                BOUNDAR
                                                                                                                                                                                                  PROPOSED LANDSCAPE DECK




                                                                                                                                                                                                                                                                                                                                                 RW1 - 160
                                                                                                                                                                                                                                                                                                                                                           0HT
                                                                                                                                                                                                          EXISTING CONCRETE SHELL
                                                                                         EXISTING 2-STOREY DWELLING                                                                                       SWIMMING POOL                                                                                                     EXISTING MASONRY FENCE
                                                                                                                                                                                                                                                                                                                            TO BE DEMOLISHED AND
                                                                                                                                                                                                                                                                                                                            HAVE NEW TIMBER FENCE
                                                                                                                                                                                                                                                                                                                            WITH GATES BY BUILDER.



                                                                                                                                                                                                 FOOTING LEGEND:                                               SITE & RETAINING WALL NOTES:
                                                     RETAINING WALL LAYOUT PLAN 1:100 @ A3                                                                                                       MARK    DESCRIPTION                                          1. EXISTING BOUNDARIES ARE SHOWN INDICATIVE ONLY.
                                                                                                                                                                                                                                                              2. EXISTING SEWER ALIGNMENT IS APPROXIMATE ONLY
                                                     ALL DIMENSIONS AND REDUCED LEVELS MUST BE VERIFIED ON-SITE PRIOR TO EXCAVATIONS.                                                            RW1    Ø450 x 2000d BORED PIER FOOTING                          AND REQUIRES ON-SITE VERIFICATION PRIOR TO
                                                                                                                                                                                                        1800HT SLEEPER WALL MAX.                                 UNDERTAKING ANY EXCAVATION WORKS.
                                                                                                                                                                                                        150 UC 23.4 SOLDIERS @1550crs.                        3. ALL LEVELS HAVE BEEN DERIVED BASED ON UNITY
                                                                                                                                                                                                 RW2                                                             WATER MAINTENANCE HOLE SURFACE LEVEL DATA
                                                                                                                                                                                                        Ø600 x 2600d BORED PIER FOOTING                          TRANSPOSED FROM BUILDERS ON-SITE LEVEL DATUM
                                                                                                                                                                                                        2400HT SLEEPER WALL MAX.                                 ON POOL SHELL COPING BEAM.
                                                                                                                                                                                                        150 UC 30.0 SOLDIERS @1550crs.                        4. A SITE TOPOGRAPHIC DETAIL SURVEY SHALL BE
                                                                                                                                                                                                 RW3    Ø600 x 3000d BORED PIER FOOTING                          UNDERTAKEN TO VERIFY ALL DESIGN LEVELS IN AHD
                                                                                                                                                                                                        PRE-CAST PANEL WALL 2400HT MAX.                          PRIOR TO UNDERTAKING SITE WORKS.
                                                                                                                                                                                                        SEWER BRIDGING RW.                                    5. ALLOW TO CONSULT WITH ENGINEER AFTER SURVEY
                                                                                                                                                                                                        200 UC 46.2 SOLDIERS @2700crs.                           TO VERIFY CURRENT STRUCTURAL DESIGN.
                                                                                                                                                                                                                                                              6. BUILDER SHALL ALLOW FOR TEMPORARY CUT BATTER
                                                                                                                                                                                                  FB1   350w X 400d R.C.                                         SHORING WHERE NECESSARY.
                                                                                                                                                                                                        SEWER BRIDGING FOOTING BEAM                           7. SITE CONTOURS HAVE BEEN DERIVED FROM NOOSA
                                                                                                                                                                                                                                                                 SHIRE COUNCIL INTERACTIVE MAPPING AND ARE
                                                                                                                                                                                                                                                                 INTENDED AS A GUIDE ONLY ALLOW TO CONFIRM ALL
                                                                                                                                                                                                                                                                 LEVELS ON SITE PRIOR TO UNDERTAKING
                                                                                                                                                                                                                                                                 EXCAVATIONS.
                                                                                                                                                                                                                                                              8. ENSURE RW BACKFILL IS FULLY DRAINED.
                                                                                                                                                                                                                                                              9. BASES OF ALL EXCAVATIONS MUST BE FREE OF LOOSE
                                                                                                                                                                                                                                                                 MATERIAL AND WATER PRIOR TO CONCRETE
                                                                                                                                                                                                                                                                 PLACEMENT.


                                                                                                                                                                                                                   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                                                                                    2 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 LAYOUT PLAN                                                                               02           A
                                                                                                                    This drawing is not to be copied or amended without written permission
                                                                                         FOR CONSTRUCTION           from StructuraLinc Consulting Engineers