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SUPERSEDED Compiled Plans OPW20/0145.02

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Plans and drawings

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                                                                                                                                                                                                                              CONNECT EXISTING FOOTPATH TO
                                                                                                                                                                                                                            NEW FOOTPATH WITH DOWELL JOINT                                                       WALTER HAY DRIVE
                                                                                                                                                                                                                                           TO IPWEAQ RS-065




                                                                                                                                                                                                                                                                                                                                     WALTER HAY DRIVE / ROAD A SETOUT TABLE




                                                                                                                                                                               8
                                                                                                                                                                                                                                                                                     POINT No.                       EASTING             NORTHING              LEVEL              DESCRIPTION
                                                                                                                                                                                                                                                                                           1                     X=505083.520             Y=7077847.974         6.917               CH1.341 TP R50

                                                                                                                                                                                                                                                                                           2                     X=505081.310             Y=7077858.374         7.164             CH9.152 1/4 RADIUS

                                                                                                                                                                                                                                                                                           3                         X=505076.951         Y=7077868.071         7.403             CH18.311 MID POINT

                                                                                                                   0.5%>                              5.3%>                                                                                                                                4                     X=505070.640             Y=7077876.628         7.653         CH 28.405 1/4 RADIUS

                                                                                                              8                       9                                        10                                                                                                          5                     X=505062.662             Y=7077883.656         7.805              CH38.976 TP R50
                                                                                        >
                                                                                    0.5%
                                                                                                                                                                                                                                                                                KERB LIP AT PAVEMENT LEVEL
                                                                               KERB 2                                                                                                                                      SAW CUT EXISTING ROAD A PAVEMENT TO
                                                                                                                                                                                                                           PROVIDE CLEAN FACE FOR NEW ROAD PAVEMENT             RADIUS = 50 (LIP)         ARC LENGTH = 42.609m
     0.5%>                      0.5%>                    7
                    6                                                                                                                                                                                                      CONNECTION. REMOVE EXISTING TO TIP




                                                                                                                                                                                        1.0%>
                    <2.0%




                                                            <1.0%




                                                                                                                  <1.0%
                                                                                              ROAD A
                                                                                                                                                                                                                                                                                                                                     WALTER HAY DRIVE / ROAD A SETOUT TABLE
                                           8                                                                                                                                                                                                                                         POINT No.                        EASTING             NORTHING             LEVEL               DESCRIPTION
                                                                                                                                                                                                                                                                                               6                      X=505056.149            Y=7077909.394      7.961                   TP RX
                                                                                                                                                                                                                                 SAW CUT & BREAK UP EXISTING TRAFFIC
                                                                                                       CH40




                                                                                                                                                                                                                 CH20
                CH60




                                                                                                                                                                                                                                 ISLAND AS REQUIRED TO CONSTRUCT                               7                      X=505059.448            Y=7077907.631      7.939                 1/4 RADIUS
                                                                                                                                              NEW BIO                                                                            NEW BIORETENTION BASIN. REFER TO
                                                                                                                                              BASIN                                                                              STORMWATER DRAWINGS FOR DETAILS                               8                      X=505075.403            Y=7077901.522      7.853                 MID POINT

                                                                                                                                                                                                                                                                                               9                      X=505079.044            Y=7077899.511      7.832                 1/4 RADIUS

                                                                                                                                                                                                                                                                                            10                        X=505085.153            Y=7077894.926      7.772                   TP RX

                                                                                              ROAD A
                                                         2.0%>




                                                                                                                  2.0%>
                    <2.0%




                                                                                                                                                                                                    <1.4%
                                                                                                                                                                                                                                                                                 KERB L LIP AT PAVEMENT LEVEL
                                                                                                                                                                                                                                                                                  RADIUS = 15 (LIP)        ARC LENGTH = 3.75m                                                 -
                                                                                                              5
                                                                                                                                                                                                                                                                                                                                                                 NOOSA COUNCIL
                                                                                                                                                                                                                                                                                  RADIUS = 15 (LIP)        ARC LENGTH = 4.172m
                                                                    0.57%>                    0.57%>                                      0.57%>                           4
     0.57%>
                                                                                                                                                                                                2.3%
                                                                                                                                                                                                      >        KERB 1                                                                                                                                            APPROVED PLAN
                                                                                                                                                                                                                             3                                                       SAW CUT EXISTING ROAD A PAVEMENT TO
                                                                                                                                                                                                                                                                                     PROVIDE CLEAN FACE FOR NEW ROAD PAVEMENT
                                                                                                                                                                                                                                                                                                                                                              OPW20/0145 17 DEC 2020
                                                                                                                    BREAK UP EXISTING AC                                                                                                                                             CONNECTION. REMOVE EXISTING TO TIP
                                                                                                                   SEAL, BARRIER KERB (B1
                                                                                                                                                                                                                                           2.
                                                                                                                  TYPE) & FOOTPATH TO TIP                                                                                                    3%
                                                                                                                                                                                                                                                >

                                                                                                                                                                                                                                                                2


                                                                                                                                                                                                                                                                           2.
                                                                                                                                                                                                                                                                             3%
                                                                                                                                                                                                                                                                                 >

                                                                                                                                                                                                                                                                                     7
                                                                                                                                                                                                                                                                                                      1




                                                                                                                                                                                                                                                                                               7
                                                                                                                                                                                                                          CONNECT EXISTING FOOTPATH TO
                                                                                                                                                                                                                        NEW FOOTPATH WITH DOWELL JOINT
                                                                                                                                                                                                                                       TO IPWEAQ RS-065


                                                                                                                                                                                                                                                                                                                                     WALTER HAY DRIVE



                                                                                                                                                                                                                                                                                                                             PROJECT:                                                                      JOB NUMBER
REV DATE DESCRIPTION                                                    BY    CHKD                                                              SCALE                                                        APPROVED                                                                                                        PROPOSED SUBDIVISION                                                               1856
 A   13-09-19    FOR APPROVAL                                            MM    CL                                                                                                                                                                                                                                            AT NOOSA CIVIC, WALTER HAY DRIVE
 B   25-08-20    REVISED FOR APPROVAL - WALTER HAY DRIVE TURN AROUND     MM    CL     DATUM             AHD                                                                                                                                                                                                                                                                                            SHEET:   29   OF   42
                                                                                                                  0             2.5             5              7.5             10           12.5m                                                                                                                            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
                                                                                     DESIGN CHECK
                                                                                                                                               SCALE 1:250 A3
                                                                                                                                                                                                              (RPEQ 19358)                                p 07 5443 8285                                                     WALTER HAY DRIVE / ROAD A INTERSECTION PLAN                                   R57                 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
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