Attachment 2 - 1856-R30_R63

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




                                       PROVIDE BOLLARDS TO                                                                                                                                                                                                                                                                          WALTER HAY DRIVE / ROAD A SETOUT TABLE




                                                                                                                                                                              8
                                   NOOSA COUNCIL STANDARDS
                                            & REQUIREMENTS
                                                                                                                                                                                                                                                                                      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
                                                 2.0%>




                                                                                                                2.0%>
                       <2.0%




                                                                                                                                                                                                  <1.4%
                                                                                            ROAD A                                                                                                                                                                              KERB L LIP AT PAVEMENT LEVEL
                                                                                                                                                                                                                                                                                RADIUS = 15 (LIP)          ARC LENGTH = 3.75m
                                                                                                            5                                                                                                                                                                   RADIUS = 15 (LIP)          ARC LENGTH = 4.172m
                                                             0.57%>                         0.57%>                                      0.57%>                           4
     0.57%>
                                                                                                                                                                                              2.3%
                                                                                                                                                                                                    >        KERB 1
                                                                                                                                                                                                                            3                                                         SAW CUT EXISTING ROAD A PAVEMENT TO
                                                                                                                                                                                                                                                                                      PROVIDE CLEAN FACE FOR NEW ROAD PAVEMENT
                                                                                                                  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 DRAWN
                                                                                    I GDETAL
                                                                                           IS                                                 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
                                                                                   DESIGN            MM                                                                                                   .................                                                                                                                                                                         DRAWING NUMBER      REV
                                                                                                                                                                                                                                                                                                                            DRAWING TITLE:
                                                                                   DRAWN             MM                                                                                           Director: CAMERON LANDRETH
                                                                                                                                             SCALE 1:250 A3
                                                                                   DESIGN CHECK                                                                                                             (RPEQ 19358)                                 p 07 5443 8285                                                     WALTER HAY DRIVE / ROAD A INTERSECTION PLAN                                  R57                B
                                                                                                      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