Operational Works Application OPW26/0086 - DA Form 1, Standard drawing, xover drawing, Photo images - 125 Cooroy Belli Creek Rd, Cooroy

                                                                                 \//\ 125 Compacted gravel base,
                                                                                 y / A unbound pavement, Type 2.1.

                                                                                         4.0m MIN

                                                                                                                     Property boundory

                                                                                                                          If a concrete pavement is chosen for the remainder of driveway up to
                                               Pipe length varies concrete                                                property boundary, it must be at a minimum concrete Grade N32,175mm
                                               headwalls required                TP                             TP        thick with SL72 reinforcement centrally placed and have a 50mm sand
                                                                                                                          blinding layer (max) as per IPWEA RS-051 Vehicle Crossings, Heavy Duty.


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                                                                                                                                                                                                                                    £
                                                             R 5.0m MIN
                                                                                                                        1 Guide post x
                                                                                                                                                                                                                                    i
                                                                                                                                                                                                                                    s.
                                                                                                                        each side

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                                                                                                                                                                                                                                    8
                                                   Edge of sealed shoulder
                                                                                                                     ■2 Coat Bitumen seal    Minimum 1.50m of driveway pavement abutting into existing
                                                                                                                                                                                                                                    e
                                                                                                                                                                                                                                    S
                                                                                                               w z                           road edge to match existing road pavement or be a minimum
                                                                                  DRIVEWAY PLAN
                                                                                                                                             of 125mm thick compacted gravel base (Type 2.1) pavement.                              i
                                                                                                               H                             Wearing surface to be a 2 Coat bitumen seal or Asphalt in
                                                                                                                                             accordance with MRTS 30 - DG14, 40mm thick (min.)
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                                                                                                                                                                                                                                    ?
                                                                                                                                                                                                                                    s.
                                                                                           1       2      3m                                                                                                                        2
                                                                                         Scale 1:50 @A1                                                                                                                             J
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                                                                                                                                                                                                                                    IS'
                                                                                                                                                            REFER IPWEAQ STANDARD DRAWING RS-056
                                                                                                                                                            FOR , TYPICAL SECTIONS, BENCHING, CULVERT
 NOOSA SHIRE COUNCIL ADDENDUM TO RS-056                                                                                                                     AND SIGHT DISTANCE DETAILS
                                                                                                                                                                                                                                     5
A1
     E
     D
     C
     B
     A    A     ISSUED 04/12/18   BLH MT
                                                          /I           PLANNING INFRASTRUCTURE
                                                                   ASSET DESIGN AND INVESTIGATIONS
                                                                PO Box 141 Tewantin, TEWANTIN     OLD 4565
                                                                                                                               NOOSA
                                                                                                                               COUNCIL
                                                                                                                                                   VEHICLE CROSSINGS
                                                                                                                                                   STANDARD DRAWING ADDENDUM TO IPWEAQ SEQ RS-056
                                                                                                                                                                                                         Capital Project Number

                                                                                                                                                                                                          RS-056.1
                                                                                                                                                                                                         Sheet No. - Revision No,
                                                                                                                                                                                                                                    I
         DATE         REVISIONS   REC. APPR.                        ph.(07) 5329 6500 fax.(07) 5329 6501                                           RURAL DRIVEWAY (CONCRETE ALTERNATIVE)                  01                 A      i