Approved Plan OPW17-0051 · OPW17/0051

                                                                                                       1:4 MAX. SLOPE                                                                                                         1:4 MAX. SLOPE                                                                                                                                                                               1:4 MAX. SLOPE



                                                                                                                     L.                                                                                                                       L.                                                                                                                                                                                          L.
                                                                                                                 F.G.                                                                                                                  F.G.                                                                                                                                                                                        F.G.



                                                        200 SERIES 'H' BLOCKS                                                 BACKFILL WITH CLEAN                           200 SERIES 'H' BLOCKS                                                                                                                                                                                                                                                   BACKFILL WITH CLEAN
                                                   (CLEANOUT BLOCKS TO BTM                                                    UNCOMPACTED 10mm Ø                       (CLEANOUT BLOCKS TO BTM                                                       BACKFILL WITH CLEAN                                                                                                                                                                            UNCOMPACTED 10mm Ø
                                                                                                                                                                                         COURSE)                                                                                                                                                                                                      N12-400 CRS




                                                                                                                                                                                                                                                                                                                                                               200 SERIES
                                                                                                                                                                                                                                                     UNCOMPACTED 10mm Ø




                                                                                                                                                                                                                                                                                                                                                               1800 (MAX)
                                                                     COURSE)                                                  GRAVEL (200 WIDE MIN)                                                                                                                                                                                                                                                                                                 GRAVEL (200 WIDE MIN)
                                                                                                                                                                                                                                                     GRAVEL (200 WIDE MIN)                                                                                                                                (HORIZ)

                                                                       N12-400 CRS                                                                                                              N12-400 CRS




                                             H




                                                                                                                                                          H
                                                                             'F' BARS                                                                                                                 'F' BARS                                                                                                                                                                                        N16-400 CRS
                                                                                                                                                                                                                                                                                                                                                                                                                                                  TANKING TO ARCH.
                                                                                                                          TANKING TO ARCH.                                                                                                           TANKING TO ARCH.                                                                                                                                      (VERT)
                                                                                                                                                                                                                                                                                                                                                                                                                                                  SPECIFICATION
                                                                                                                          SPECIFICATION                                                                                                              SPECIFICATION




                                                                                 LAP LENGTH




                                                                                                                                                                                                        LAP LENGTH




                                                                                                                                                                                                                                                                                                                                    H
                                                                                                                        55 COVER                                                                                                               55 COVER
                                                     SL72 FABRIC                                                                                                             SL72 FABRIC                                                       TO REINF
                                                                                                                        TO REINF                                                                                                                                                                                                                                                                                                                55 COVER
                                                                                                                                                                                                                                                                                                                                                                                                                                                TO REINF




                                                                                                                                                                                                                                                                                                                                                               300 SERIES
                                                                                                                                                                                                                                                                                                                                                               1000 (MIN)
                                                                                                                          100 Ø AGG DRAIN IN                                                                                                       100 Ø AGG DRAIN IN
                                             250




                                                                                                                                                          250
                                                                                                                          GEOFABRIC SOCK WITH 1                                                                                                    GEOFABRIC SOCK WITH 1                                                                                                          CLEANOUT BLOCKS
                                                                                                                          in 100 FALL TO OUTLET                                                                                                    in 100 FALL TO OUTLET                                                                                                            TO BTM COURSE




                                                                                                                                                          300
                                                                                                                    MATERIAL OF ALLOWABLE                                      'F' BARS
                                                       'F' BARS                                                                                                                                                                                                                                                                                                              SL72 FABRIC
                                                                                                                    BEARING CAPACITY                                                                                               N12-400 CRS
                                                                   N12-300CRS                                                                                                              N12-300 CRS                                                                                                                                                                                                                                         100 Ø AGG DRAIN IN
                                                                          B                                                                                                                                                        1-N12                                                                                                                                                                                                       GEOFABRIC SOCK
                                                                                                                                                                                                                        300                                                                                                                                                                                                                    WITH 1 in 100 FALL




                                                                                                                                                                                                                                                                                                                                    300
                                                                                                                                                                                                                                                                                                                                                                                                                                               TO OUTLET
                                                                                                                                                                                                  B




                                                                                                                                                                                                                                                                                                                                    300
                                                                                                                                                                                                                                                                                                                                                                                                                                  N16-400CRS
                                                                                                                                                                                                                                                                                                                                                                                  'F' BARS            N16-400 CRS

                                                                                                                                                                                                                                                                                                                                                                                                                                  1-N12
                                                                                                                                                                                                                                                                                                                                                                                                                         300
                                     BLOCK RETAINING WALL - RW1 (0-1200)                                                                                                                                                                                            MATERIAL OF ALLOWABLE
                                                                                                                                                                                                                                                                         BEARING CAPACITY
                                                                                                                                                                                                                                                                                                                                                                                             B



                               WALL HEIGHT BASE WIDTH                                                   'F' BARS
                                 "H" (mm)    "B" (mm)                                                                                                 BLOCK RETAINING WALL - RW1 (1201-2000)
                                          0-800                       800                              N12-400 CRS                                                                                                                                                                                             BLOCK RETAINING WALL - RW1 (2001-3000)
                                        801-1200                      1200                             N12-400 CRS
                                                                                                                                                      WALL HEIGHT BASE WIDTH                                                        'F' BARS
                                                                                                                                                        "H" (mm)    "B" (mm)                                                                                                                                  WALL HEIGHT BASE WIDTH                                                                                    'F' BARS
                                                                                                                                                          1201-1600                                   1600                        N16-400 CRS                                                                   "H" (mm)    "B" (mm)
                                RETAINING WALL NOTES                                                                                                      1601-1800                                   1800                        N16-400 CRS                                                                                     2001-2600                                             2600                            N20-400 CRS

                                1.  ALL BLOCKWORK TO BE AS PER SCHEDULE                                                                                   1801-2000                                   2000                        N16-200 CRS                                                                                     2601-3000                                             3000                            N16-200 CRS
                                2.  WALL SHAPE SCHEMATIC ONLY. WALL IS TO
                                    GENERALLY FOLLOW THE EXTREME OUTLINE OF THE
                                    BUILDING. (CONTACT ENGINEER IF UNSURE)
                                3.  CORES AND COURSES TO BE FILLED IN 2400mm MAXIMUM
                                    VERTICAL RISES.
                                                                                                                                                                                                                                                                                                                                                                                                          EARTHFACE
                                4.  REFER TO ARCH. DRAWINGS FOR FIRE DETAILING AND                                                                                                               N12-300 'Z' BARS
                                    REQUIREMENTS.                                                                                                      RETAINING WALL                            500 COG (MIN)
                                5.  ALL CONCRETE COVER TO REINF TO BE 55mm (MIN).                                                                      FOOTING
                                                                                                                                                                                                                                                                                                                   GALVANISED
                                6.  WALL NOT TO BE BACKFILLED UNTIL BLOCK COREFILL AND
                                                                                                                                                                                                                                                                                                          CORNER BARS AS PER
                                                                                                                                                                                                                                                     WALL LAP




                                                                                                                                                                                                                                                                                                                                                                                             LAP LENGTH
                                    CONCRETE FOOTING ACHIEVE DESIGN STRENGTH UNLESS
                                                                                                                                                                                                                                                                                                            BLOCK WALL HORIZ.
                                    ADEQUATELY PROPPED.
                                                                                                                                                                                                                                                                                                           REINF. SIZE AND CRS
                                7. WALL DESIGNED FOR MINIMUM BEARING CAPACITY OF 150kPa.
                                                                                                                                                                                                                                                     SCHEDULE




                                                                                                                                                                                                                                                                                                                                                                            GAP
                                8.  WHERE OTHER RETAINING WALLS HAVE OR ARE TO BE




                                                                                                                                                                                                                                                                                                                                                                             12
                                    CONSTRUCTED IN THE IMMEDIATE VICINITY OF THIS WALL THE                                                                                                                                                                    LAP LENGTH
                                    ENGINEER SHOULD BE CONTACTED IMMEDIATELY FOR A                                                                                                                                                                   SIZE
                                                                                                                                                                                                                                                                 U.N.O.
                                                                                                                                                                800 (MAX.)




                                    REVISED DESIGN.                                                                                                                                                          RETAINING WALL
                                9.  SLIP CIRCLE ANALYSIS IS NOT WITHIN THE SCOPE OF THIS                                                                                                                     FOOTING                                  N12         500
                                    REPORT. EXPERT ADVICE SHOULD BE SOUGHT IN AREAS                                                                                                                                                                                                                                                                                                                       APPROVED
                                    PRONE TO SLIPPAGE.                                                                                                                                                                                                N16         650                                                                                                                                     MEMBRANE TO
                                10. 5Kpa MAX. OPTIONAL SURCHARGE ON SURFACE BEHIND                                                                                                                                                                                                                                                                              LAP LENGTH                                EARTH FACE
                                    RETAINING WALL.                                                                                                                                                                                                   N20         800
                                                                                                                                                                                                                                                      N24         1000
                                                                                                                                                                                     600 (MIN)
                                                                                                                                                                                                                                                                                                                   APPLY SEALANTS AS SPECIFIED TO EACH FACE OF
                                                                                                                                                                                                                                                                                                                    BLOCK WALL COVER EATHFACE OF JOINT WITH
                                                                                                                                                      RETAINING WALL FOOTING STEP                                                                                                                                    FIBREGLASS MEMBRANE AND TWO COATS OF
                                                                                                                                                                                                                                                                                                                             MULSEAL, AS APPLICABLE


                               APPROVED MEMBRANE
                                                                                                                                                                                                                                                                                                                        RETAINING BLOCKWORK
                                                                             EARTHFACE
                                    TO EARTH FACE                                                                                                                                                                    ENSURE VERTICAL                                                                                     CONTROL JOINT - BCJ
                                                                                                                                                                                                                     REINFORCEMENT BAR
                                                                                                                                                                                                                     PLACED IN CORNER CORE                                                                              AT 90 DEGREES CORNER
                                                                                                                                                                                                                     (SIZE TO MATCH WALL
                                                                                                                                                                                                                     REINFORCEMENT)
                                                      12                R16-400 DOWEL x 600 LONG
                                                     GAP                GALV.. TAPE ONE END OF
                                                                        DOWEL TO 25mm DIA. AND                                                                                                                                                                 LAP LENGTH
                                                                        GREASE

                                     APPLY SEALANTS AS SPECIFIED TO EACH FACE OF                                                                                                                                                                                                                                                                                                                                                                                                            -

                                      BLOCK WALL COVER EATHFACE OF JOINT WITH                                                                                                        CORNER 'L' BARS
                                       FIBREGLASS MEMBRANE AND TWO COATS OF
                                               MULSEAL, AS APPLICABLE
                                                                                                                                                                                SIZE AND SPACING TO
                                                                                                                                                                             MATCH HORIZONTAL WALL
                                                                                                                                                                                     REINFORCEMENT
                                                                                                                                                                                                                                                                 CORNER 'L' BARS
                                                                                                                                                                                                                                                                                                                                                                                                                                                       NOOSA COUNCIL
                                                                                                                                                                                                                                                                 SIZE AND SPACING TO MATCH

                               BLOCKWORK CONTROL JOINT - BCJ
                                              RECOMMENDED EVERY 8.0m UNO
                                                                                                                                                                                MIN LAP LENGTH EACH
                                                                                                                                                                                   END AS PER NOTES
                                                                                                                                                                                                                                                                 HORIZONTAL WALL
                                                                                                                                                                                                                                                                 REINFORCEMENT
                                                                                                                                                                                                                                                                 MIN LAP LENGTH EACH END AS
                                                                                                                                                                                                                                                                                                                                                                                                                                                       APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                    OPW17/0051 14 JUL 2017
                                                                                                                                                                                                                                                                 PER NOTES


                                                                                                                                                                                               CORNER DETAIL                                        T JUNCTION DETAIL

                                                                                                                                                                                               TYPICAL WALL CORNER DETAILS
                                                                                                                 ARCHITECT:                                                      CLIENT:                                                                                                                                                                                               PROJECT:                                                            DRAWING TITLE:


                                                                                                                                                                                                                                                                                                                                                                                                          STRUCTURAL DETAIL                                                 RETAINING WALL                                    7297
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               DETAILS                             JOB No.
                                                                                                                                                                                                                                                                                                                                                                                                           RETAINING WALL DETAIL
                                                                                                                                                                                                                                                                                                                              Unit 5B/85 Hudson Road
                                                                                                                                                                                                                                                                                                                                                                                                            41 SEAVIEW TERRACE,
   A       PRELIMINARY ISSUE                                           16/06/2017              SW       SC
                                                                                                                                                                                                                                                                              ABN 82 115 498 023
                                                                                                                                                                                                                                                                          E-mail: [email protected]
                                                                                                                                                                                                                                                                                                                                 Albion, QLD 4010
                                                                                                                                                                                                                                                                                                                                 Phone: 3857 7868
                                                                                                                                                                                                                                                                                                                                   Fax: 3262 7359                                                             SUNSHINE BEACH                               APPROVED:             RPEQ No.   SCALE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SK3              A
REVISION   DESCRIPTION                                                   DATE                 DRAWN   APPROVED
                                                                                                                                                                                                                                                                         C COPYRIGHT of this engineering design and plan is the property of INERTIA ENGINEERING Pty Ltd
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1:20 @ A1, 1:40 @ A3   DWG. No.      REVISION.