3001-Set-ifa

                                                                                                                                       CL                                                                                                                                                                                          CL



                                                                                                                ROAD 1 INTERSECTION




                RL29.000
                CH 90.000
                                                                                     PROPOSED SURFACE           2.000         1.500                                                                         EXISTING SURFACE



                                                                                                                2.5%          3.7%


                RL30.000
                CH 80.000                                                                PROPOSED 2.0m WIDE CONCRETE                                   PROPOSED KERB AND CHANNEL TYPE
                                                                                         FOOTPATH IN ACCORDANCE WITH                                   B1 REFER IPWEA STD DRG RS-080
                                                                                         IPWEA STD DRG RS-065
                                                                                RP BDY




                                                                                                     2.5%       2.5%          3.7%


                RL30.000
                CH 70.000
                                                                       RP BDY




                                                                                                  2.5%          2.5%          3.7%

                RL30.000
                CH 60.000
                                                            RP BDY




                                                                                              2.5%              2.5%          3.7%

                RL30.000
                CH 50.000
                                                RP BDY




                                                                                                                                                    SAWCUT EXISTING PAVEMENT AND JOIN SMOOTHLY TO EXISTING
                                                                                                                                                    IN ACCORDANCE WITH IPWEA STD DRG RS-170 TYP.
                                                                                    2.5%
                                  1 in 4.0                                                                      2.5%          3.7%

                RL30.000
                                                                                                                                                                                                                                                                                                                                                PROPOSED KERB AND CHANNEL TYPE                             EXISTING SURFACE
                CH 40.000                                                                                                                                                                                                                                                                                                                       B1 REFER IPWEA STD DRG RS-080
                                                                                                                                                 PAVEMENT
                                                                                                                                                RE-PROFILING
                        RP BDY




                                                                     2.5%                                       2.5%          3.7%                     3.4%
                                                                                                                                                                                                                                                 RL30.000
                RL30.000                                                                                                                                                                                                                         CH 110.000
                CH 30.000
                                                                                                                                                 PAVEMENT                                                                                                     PROPOSED SURFACE                                                                                                                             EXISTING SURFACE
                                                                                    PROPOSED SURFACE            2.000         1.500             RE-PROFILING                                                EXISTING SURFACE
                                                                                                                                                                                                                                                                                                         ROAD 1 INTERSECTION

                                                                                                                2.5%          3.7%                    4.0%

                RL30.000                                                                                                                                                                                                                         RL30.000
                CH 20.000                                                                                                                                                                                                                        CH 100.000
                                                                                         PROPOSED 2.0m WIDE CONCRETE                                  PROPOSED KERB AND CHANNEL TYPE
                                                                                         FOOTPATH IN ACCORDANCE WITH                                  M1 REFER IPWEA STD DRG RS-080
                                                                                         IPWEA STD DRG RS-065



FILE: 3001-116.dwg DATE: 16-11-2018 USER: DANIEL CULLING
XREFS: X-18-001942-3001-TITLE, X-18-001942-3001-ROAD
         DESIGN DRAWN     CHECK   APPROVED     DATE                                                                     STATUS                                               SCALE                                                      CLIENT                                                                                     PROJECT                                               DRAWING TITLE
FIRST                                                                                    AMENDMENT DETAILS                                                                                                                                                                           Calibre Professional Services (QLD) Pty Ltd
ISSUE      CB      CB       SD       SP      02.02.18
                                                                                                                                        FOR APPROVAL                                                                                                                                             Level 3, 16 Innovation Parkway      BLUE CARE SUNRISE BEACH                                             BEN LEXEN DRIVE
     A     CB      CB       SP       SP      16.04.19 AMENDMENTS PER COUNCIL RFI                                                                                                                                                                                                                     Birtinya QLD Australia 4575
A
M    B     CB      CB       SP       SP      07.11.19 ISSUED FOR CONSTRUCTION                                                         NOT FOR CONSTRUCTION                           0     1      2     3    4   5     6     7      8
                                                                                                                                                                                                                                                                                                        Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                          Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                      EXTERNAL MAJOR WORKS                                               CROSS SECTIONS
E
     C     CB      DC       SP       SP      21.09.20 ISSUED FOR APPROVAL
N
D
M    D
                                                                                                                        APPROVED                                                     SCALE 1:100 (A1)                SCALE 1:200 (A3)                                                                                               INTERSECTION MODIFICATION
E                                                                                                                       BY:     SHAUN PILCHER RPEQ 14593                                                                                                                                                                           DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                                                         PROJECT No.             DRAWING No.   REVISION
     E
N                                                                                                                                                                                                                                                                                                                                  ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
     F
T
S
     G                                                                                                                  SIGN:                              DATE: 21.09.20
                                                                                                                                                                                                                                                                    C   calibregroup.com                                           PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                   DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                         18-001942               3001-116        C