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Approved Plans 2 of 4 Roadworks OPW20-0145 · OPW20/0145

of 40

Plans and drawings: the text below has words only, no drawings.

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Original PDF page 26, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                              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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