3001-Set-ifa

           LEGEND
           EXISTING FEATURES                                                                                                                                PROPOSED WORKS
                                             EXISTING ROAD CENTRELINE                                                                                                                 DESIGN CONTOURS
                                             EXISTING KERB AND CHANNEL                                                                                                                PROPOSED ROAD CENTRELINE
                                             EXISTING KERB                                                                                                                            PROPOSED KERB AND CHANNEL TYPE B1 REFER IPWEA                                                       NOTES:
                                             EXISTING CONCRETE CHANNEL                                                                                                                STD DRG RS-080                                                                                       1. MANHOLE TO BE CONSTRUCTED OVER EXISTING PIPE,
                                             EXISTING SEWERMAIN                                                                                                                       PROPOSED KERB AND CHANNEL TYPE M1 REFER IPWEA                                                            BREAK INTO EXISTING PIPE, BENCH AND MAKE GOOD.
                                                                                                                                                                                      DRG RS-080                                                                                           2. BREAK INTO EXISTING MANHOLE, BENCH AND MAKE GOOD.
                                             EXISTING SEWER RISING MAIN
                                                                                                                                                                                      PROPOSED BARRIER KERB TYPE B2 REFER IPWEA STD
                                             EXISTING TELECOMMUNICATION                                                                                                               DRG RS-080
                                             EXISTING UNDERGROUND ELECTRICAL                                                                                                          PROPOSED CONCRETE INVERT REFER IPWEA STD DRG
                                             EXISTING WATERMAIN                                                                                                                       RS-080
                                             EXISTING STORMWATER                                                                                                                      PROPOSED SAWCUT LINE REFER IPWEA STD DRG RS-170
                                                                                                                                                                                      PROPOSED STORMWATER DRAINAGE



                                                                                                                                                                                                                                                                                                                                                                                                                        8
                                                                                                                                                                                                                                                                                                                                                                                                                     RP901384




                                                                                                                                                            EXISTING EASEMENT TO
                                                                                                                                                            BE EXTINGUISHED UPON
                                                                                                                                                            COMPLETION OF WORKS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                R T
                                                                                                                                                                                             4m WIDE STROMWATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     C O U
                                                                                                                                                                                             DRAINAGE EASEMENT                                                                                                                    G R A S S T R E E
                                                    9
                                                                                                                                                                                                                                                                                                                                                                    EXISTING Ø1800 RCP
                                                 SP252905
                                                                                                                                                                                                                                                                                                                                                                    TO BE RETAINED
                                                                                                                                                                                                                                                                                                          1/2
                                                                                                                                                                                                                                                                                                                      4/EX1
                                                                                                                                                                                             3/EXR                                     2/EX1
                                                                                  2/EXR


                                                                                                                                                                                                                                                                                                                                                                                                                            5/EX1




                                                                                                                                                                                                                                                                                                                    ROAD 1
                                                                                                                                                            EXISTING REDUNDANT STORMWATER TO BE                                                                         REFER NOTE 1                                              REFER NOTE 1
                                                                                                                                                            REMOVED FOLLOWING COMPLETION OF
                                        1/EX1
                                                                                                                                                            STORMWATER DIVERSION
                                                                                                                                           4.00m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      LIMIT OF WORKS
                                                                                                                                                                                                                                            2/1
                                                                                                                                                                                                                                                                                                                                                                                                                      NOTE 2
                                                                                                                                                    LOCATE EXISTING                                                                                                                                                                                                                            2/EX3
                                                                REFER NOTE 1                                                                        SERVICES PRIOR TO
                                                                                                                                                    COMMENCING WORKS




                                                                                                                                                                                                                                                                       CONTRACTOR TO REBUILD EXISTING GULLY
                                                                                                                                                                                                                                                                       PIT AND CONVERT INTO 900x600mm PIT WITH
                                                                                                                                                                                                                                                                       TRAFFICABLE VEE-GRATE                                                                                                                  1/3

                     1/EXR
                                                                                                                                                                                                                                                                                        L E X E N                                                                                                                                            D R I V E

                                                                                                                                                                        B E N
                                  LIM
                                      IT




                                                                                                                                                                                                            PROPOSED Ø150mm WATERMAIN,
                                     OF




                                                                                                                                                                                                            SUBJECT TO UNITY WATER
                                        WO




                                                                                                                                                                                                            CONNECTION APPLICATION
                                           RKS




FILE: 3001-125.dwg DATE: 16-11-2018 USER: DANIEL CULLING
XREFS: X-18-001942-3001-TITLE, X-18-001942-3001-BASE, X-18-001942-SURVEY, X-18-001942-3001-TREES, X-18-001942-3002-BASE, X-18-001942-3000-CONTS
          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                                    STORMWATER DRAINAGE
     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    2.0    4.0    6.0   8.0   10.0   12.0   14.0    16.0
                                                                                                                                                                                                                                                                                                                                                                    Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                                                                                      Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                                                                                  EXTERNAL MAJOR WORKS                                          LAYOUT PLAN
E
     C     CB      DC       SP       SP      21.09.20 ISSUED FOR APPROVAL
N
D
M    D
                                                                                                                                                   APPROVED                                                        SCALE 1:200 (A1)                      SCALE 1:400 (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          3001-125                         C