Roadworks Design Attachment 1 - 1856-R30_R71_E

                                                                                                                                                                                    PATHWAY RAMP NOTES:
                                                                                                                                                                                    1.  CONCRETE TO BE GRADE N25 AS1379 AND AS3600.
                                                                                                                                                                                    2. REINFORCING MESH MAY ONLY BE DELETED ON WRITTEN
                                                                                                                                                                                        INSTRUCTIONS FROM COUNCIL'S ENGINEER.
                                                                                                                                                                                    3. SURFACE TO BE NON-SLIIP CONCRETE FINISH TO AS4586
                                                                                                                                                                                    4. THE ENGINEER MAY DIRECT THAT THIS DIMENSION BE VARIED.
                                                                                                                                                                                                                                                                                                                                                               1.2m




                                                                                                                                                                                                                                                                                                                                                                         0.3m
                                                                                                                                                                                    5. EXPANSION AND CONTROL JOINTS TO BE SEALED WITH A LOW




                                                                                                                                                                                                                                                                                                                                                 NS
                                                                                                                               EX                                                                                                                                                                                                                              1.0m
                                                                                                                                                                                        MODULUS SELF PRIMING SEALANT TO THE MANUFACTURERS




                                                                                                                                                                                                                                                                                                                                                   6 .7
                                                                                                                              RO ISTI                                                                                                                                                                                       EX. PATHWAY




                                                                                                                                                                                                                                                                                                                                                       30
                                                                                                                                UN NG                                                   SPECIFICATIONS, THE COLOUR OF THE SEALANT IS TO MATCH
                                                                                                                                   DA                                                   ADJOINING SURFACE FINISH.                                                                                                                                                                 PROVIDE 0.6m x 1.0m TGSI TO TOP &
                                                                                                                                      BO                                                                                                                                                                           EX. 250Ø WATERMAIN                                             BOTTOM OF RAMP AS PER AS1428.1
                                                                                                                                         U                                          6. ENSURE 1.5m x 1.5m MIN. CLEAR AREA WHERE 90° TURN IS
                                                                                                                                                               T
                                                                                                                                                                                        NECESSARY.                                                               PROPOSED CONCRETE
                                                                                                                                                                                                                                                                 PEDESTRIAN RAMP. N25                            EXTEND HAND RAIL 300mm                                         EXISTING ELECTRICAL PIT




                                                                                                                                                                                                                                                                                                                                                               1:40
                                                                                                                                                                                                                                                                 CONCRETE 100mm THICK MIN.                       PAST RAMP END - TYPICAL
                                                                                                                                                                                                                                                                 EX. BOUNDARY                                                                                                          HAND RAIL BY OTHERS
                                                                                                                                                                                                                                                                                                                            4.2m                             1.65m                     MAX 150mm FROM
                                                                                                                                                                                                                                                                EX. EMT                                                                                                                EDGE OF RAMP

                                                                                                                                                                                                                                                                                                                                                        LANDING                                       1.8m




                                                                                                                                                                                                                                                                                                                                                                        1.5m
                                                                                                                                                                                                                                                                                                                     1.3m
                                                                                                                                                                                                                                                                                                                            1:14                         FL6.797
                                                                                                                                                                                                                                                                                            LANDING




                                                                                                                                                                                                                                                                                  2.6m
                                                                                                                                                                                                                                                                                             FL7.097




                                                                                                                                                                                                                                                                                                                                                                                                                            1.65m
                                                                                                                                                                                                                                                                                                                                                                                                    LANDING
                                                                                                                                                                                                                       BATTER 1:4 MAX TO NATURAL SURFACE.




                                                                                                                                                                                                                                                                                                                                         1.3m
                                                                                                                                                                                                                                                                                                                                                            1:14                                     FL7.736




                                                                                                                   ROAD
                                                                                                                                                                                                                              PROVIDE MULCH & STABILIZING
                                                                                                                                                                                                                            PLANTING TO FINISHED SURFACE
                                                                                                                                                          FH




                                                                                                                                                                                                                                                                                                                                                                                                                     NS
                                                                                                                EXISTING




                                                                                                                                                                                                                                                                                                                                                                                                                        7
                                                                                                                                                                                                                                                                                               1.8m                                                    9.0m




                                                                                                                                                                                                                                                                                                                                                                                                                       .72
                                                                                                                                                                                                                                                                                                                                                                                                                            5
                                                                                                                                                                                                                                               PROVIDE CONCRETE BLOCK RETAINING WALL 800mm HIGH                                                        EXISTING BUILDING
                                                                                                                                                                                                                                               MAX UNDER EXISTING CONCRETE PATHWAY.
                                                                                                                                                                                                                                               20.48 H-BLOCKS CORE FILLED WITH N20 CONCRETE.
                                                                                                                                                                                                                                               PROVIDE N12 BARS @ 400 CRS EACH WAY. 450 x 600 N25                                               PATHWAY RAMP DETAIL
                                                                                                                                                                                                                                               CONC. STRIP FOOTING REINF. WITH 3-L11TM TOP & BOTTOM.                                         SCALE - 1:100 (A3)
                                                                                                                                                                                                                                               PROVIDE N12 STARTER BARS TO WALL, LAP 600 WHERE
                                                                                                                                                                                                                                               POSSIBLE OR FULL HEIGHT. CLEAN OUT BLOCKS AT BASE.
                                                                                                                                                                                   LOT 22                                                      PROVIDE NON- SHRINK GROUT FILL TO VOID BETWEEN TOP
                                                                                                                                                                                   3827m²                                                      OF WALL & EXISTING PATHWAY. PROVIDE 30mm ATLANTIS
                                                                                                                                                                                                                                               FLO-WALL & 100Ø AGG PIPE TO REAR FACE OF WALL.


                                                                      HOFMANN DRIVE                                                                                                                                                                                                                                                                                                 WA
                                                                                                                                                                                                                                                                                                                                                                                         LTE
                                                                                                                                                                                                                                                                                                                                                                                               RH
                                                                                                                                                                                                                                                                                                                                                                                                 AY
                                                                                                                                                                                                                                                                                                                                                                                                      DR
                                                                                                                                                                                                                                                                                                                                                                                                           IVE
                                                                                                                                                                                    FH




                                                        FH




                                                                                           FH




                                                                        EXISTING                                                                     FH




                                                                        NOOSA CIVIC                                                                                                                           EX                                                                         EXISTING
                                                                                                                                                                                                                 IST




                                                                                                                                                                                                                                                                                                                                                                                                                                    JOINS PLAN 1856-R41
                                                                                                                                                                                                                    IN                                                                   NOOSA CIVIC
                                                                                                                                                                                                                       G
                                                                                                                                                                                                                           RO
                                                                                                                                                                                                                             AD    FH




                             PROPOSED PEDESTRIAN RAMP.
                             REFER TO PATHWAY RAMP DETAIL
                                                                                                 EXISTING
                                                                                                 NOOSA CIVIC



 EXISTING                                                                                                                                                                                                                                                                                                                                                             EXISTING
  NOOSA                                                                                                                                                                                                                                                                                                                                                               NOOSA CIVIC
   CIVIC                                                                                                                                                                                                                                                                                                 FH




                                                                                                                                                                                                       EXISTING
                                                                                                                                                                                                       NOOSA CIVIC                                                                                                                 EX
                                                                                                                                                                                                                                                                                                                                                                                                           EXISTING
                                                                                                                                                                                                                                                                                                                                        IS                                                                 NOOSA CIVIC
                                                                                                                                                                                                                                                                                                                                          TIN
                                                                                                                                                                                                                                                                                                                                             G
                                                                                                                                                                                                                                                                                                                                                  RO
                                                                                                                                                                                                                                                                                                                                                      AD


                                                                                                                                                                                                                                                                                                              PROJECT:                                                                                           JOB NUMBER
REV DATE DESCRIPTION                                                   BY   CHKD DRAWN
                                                                                     I GDETAL
                                                                                            IS                                              SCALE                                                      APPROVED                                                                                           PROPOSED SUBDIVISION                                                                                       1856
 A   19-02-20   FOR APPROVAL                                           MM    CL                                                                                                                                                                                                                           AT NOOSA CIVIC, WALTER HAY DRIVE
 B   01-09-20   REVISED FOR APPROVAL - WALTER HAY DRIVE TURN AROUND    MM    CL   DATUM             AHD                                                                                                                                                                                                                                                                                                     SHEET:    13     OF     42
                                                                                                               0              10             20                30           40              50m
                                                                                                                                                                                                                                                                                                          FOR STOCKWELL PTY LTD
 C
 D
     21-09-20
     15/10/20
                REVISED FOR NOOSA COUNCIL DRAFT CONDITIONS
                REVISED AS PER COUNCIL RFI [29/09/20]
                                                                       MM
                                                                       MM
                                                                             CL
                                                                             CL
                                                                                  DESIGN           MM                                                                                                 .................                                                                                                                                                                                     DRAWING NUMBER                 REV
                                                                                                                                                                                                                                                                                                              DRAWING TITLE:
 E   23/11/20   REVISED AS PER COUNCIL RFI MEETING                     MM    CL   DRAWN            MM                                                                                             Director: CAMERON LANDRETH
                                                                                                                                          SCALE 1:1000 A3
                                                                                  DESIGN CHECK                                                                                                          (RPEQ 19358)                          p 07 5443 8285                                              ROAD WORKS LAYOUT PLAN 8 OF 8                                                                          R42                               E
                                                                                                    CL
                                                                                                              This drawing is not to be copied or amended without written permission from                                                     e [email protected] w www.barlowshelley.com.au
                                                                                  DATE             13-09-19   Barlow Shelley Consulting Engineers                                                                                             a PO Box 899, Maroochydore,4558 ABN 89 215 591 077