3001-Set-ifa

                                                                                                                                                                                                                                                                                                        ROADWORKS NOTES
           LEGEND
           EXISTING FEATURES                                                                                                        PROPOSED WORKS                                                                                                                                                      1. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SHOWN.
                                                                                                                                                                                                                                                                                                        2. CONTRACTOR TO LIAISE WITH ALL THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN SERVICES PRESENT ON-SITE. ANY
                                             EXISTING ROAD CENTRELINE                                                                                         DESIGN CONTOURS                                                                                                                               ALTERATION WORKS TO SERVICES WILL BE CARRIED OUT BY THAT SERVICE AUTHORITY ONLY.
                                             EXISTING KERB AND CHANNEL                                                                                        PROPOSED CONCRETE FOOTPATH                                                            IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO       3. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT PRIOR TO COMMENCEMENT OF DEMOLISHING ANY EXISTING STRUCTURES
                                             EXISTING SEWERMAIN                                                                                               PROPOSED TOP OF BANK                                                                  CONDUCT THEIR OWN INVESTIGATIONS AND VERIFY             WITHIN THE SITE AREAS.
                                                                                                                                                                                                                                                    THE LOCATION AND LEVEL OF ALL EXISTING              4. NOT WITHSTANDING THE LIMITS OF CUTTING AND FILLING SHOWN ON THE CROSS SECTIONS, THE ACTUAL LIMITS SHALL BE
                                             EXISTING SEWER RISING MAIN                                                                                       PROPOSED BOTTOM OF BANK                                                               SERVICES PRIOR TO START OF CONSTRUCTION.                DETERMINED ON-SITE BY THE SUPERINTENDENT DURING CONSTRUCTION AND SIMILARLY THE FINISHED SURFACE CONTOURS MAY BE
                                             EXISTING TELECOMMUNICATION                                                                                       PROPOSED STABLISED AREA                                                                                                                       ADJUSTED BY WRITTEN DIRECTION OF THE SUPERINTENDENT DURING CONSTRUCTION AFTER AMENDED DRAWINGS HAVE BEEN
                                             EXISTING UNDERGROUND ELECTRICAL                                                                                                                                                                         ALL SERVICES SHOWN OUTSIDE OF THIS STAGE               APPROVED BY COUNCIL / EDQ
                                                                                                                                                                                                                                                     ARE INDICATIVE. CONTRACTOR TO CONFIRM              5. ALL ALLOTMENT FILL IS TO BE COMPACTED TO THE REQUIREMENTS OF AS3798-2007 AND IN ACCORDANCE WITH CURRENT SCC/EDQ.
                                             EXISTING WATERMAIN
                                                                                                                                                                                                                                                     LOCATIONS PRIOR TO CONSTRUCTION.                       SPECIFICATIONS.
                                             EXISTING STORMWATER                                                                                                                                                                                                                                        6. MATCH TO EXISTING AC PAVEMENT EXTENSION OR WIDENING TO BE IN ACCORDANCE WITH IPWEA STD DRG RS-170.
                                                                                                                                                                                                                                                                                                        7. SUBGRADE TEST RESULTS TO BE FORWARDED TO SUPERINTENDENT FOR DETERMINATION OF BOX DEPTHS PRIOR TO EXCAVATION
                                                                                                                                                                                                                                                                                                            TESTS SHALL INCLUDE SOAKED CBR AND/OR OTHER TESTS AS REQUESTED BY THE SUPERINTENDENT.THE CONTRACTOR SHALL
                                                                                                                                                                                                                                                                                                            ALLOW ADEQUATE TIME FOR COUNCIL/EDQ APPROVAL OF PAVEMENT DESIGN.
                                                                                                                                                                                                                                                                                                        8. LEVELS FOR KERB AND CHANNELLING/EDGE OF PAVEMENT CONSTRUCTION ARE AT EQUAL INTERVALS AT LIP OF CHANNEL UNLESS
                                                                                                                                                                                                                                                                                                            SHOWN OTHERWISE.
                                                                                                                                                                                                                                                                                                        9. SIDE DRAINS TO BE CONSTRUCTED UNDER ALL KERBS AND ALL KERB AND CHANNEL AS PER SCC STANDARDS. REFER TO SCC STD
                                                                                                                                                                                                                                                                                                            DRG RS-140 FOR DETAILS.
                                                                                                                                                                                                                                                                                                        10. CONCRETE FOOTPATHS TO BE INSTALLED BY THE CIVIL CONTRACTOR UNLESS OTHERWISE NOTED. REFER TO SCC STD DRG RS-065
                                                                                                                                                                                                                                                                                                            FOR CONSTRUCTION DETAILS




                                                                                                                                          6                                                                                                                                                                                                         8
                                                                                                                                       RP901384                                                                                                                                                                                                  RP901384
                                                                                                                                                                                                                                                                                                                                                                                                               PROPOSED KERB RAMP
                                                                                                                                                                                                                                                                                                                                                                                                               IN ACCORDANCE WITH
                                                                                                                                                                                                                                                                                                             PROPOSED 2.0m WIDE CONCRETE                                                                       NSC STD DRG SD:9006E
                                                                                                                                                                                                                                                                                                             FOOTPATH IN ACCORDANCE WITH




                                                                                                                                                                                                                                                                                                                                                                                                           2.224
                                                                                                                                                                                                                                                                                                             IPWEA STD DRG RS-065




                                                                                                                                                                                                                                                                                                                                                                                                             2.000
                            MATCH NEATLY TO
                            EXISTING DRIVEWAY                                                                                                                      B




                                                                                                                                                                                                                                                                                                                                                                                                               1.474
                                                                                                                                                                  114

                                                                                                                                                                                                                                                                                                                                           R T
                                                                                                                                                                                                                                                                                                                      C O U




                                                                                                                                                                        E E
                                                                                                                                   S                  S T R
                                                                                                                             G R A
                                                                                                                                                                                                                                                                                                                                                                                                                          ALL DISTURBED AREAS TO BE
                                                                                                                                                                                                                                                                                                                                                                                                                          LANDSCAPED. SUBJECT TO FUTURE
                                                                                                                                                                                                                                                                                                                                                 REFER LINEMARKING AND SIGNAGE                                            LANDSCAPE APPLICATION
                                                                                                                                                                                                                                                                                                                                                 PLAN FOR DETAILS TYP.
                                                 C
                                                114

                                                                                                                                                                                                                                                                           PROPOSED KERB RAMP
                                                                                                                                                                                                                                                                           IN ACCORDANCE WITH
                                                                                                                                                                                                                                                                           NSC STD DRG SD:9006E
                                                                                                                                                                                              NORTHERN AND SOUTHERN
                                                                                                                                                                                              VERGES TO BE CLEARED TO
                                                                                                                                                                                              ALLOW INSTALLATION OF NEW
                                                                                                                                                                                              SERVICES AND FOOTPATH                                                9
                                                                                                                                                                                                                                                                SP252905




                                                                                                                                                                                                                                                                                                                                                                                                                                                               FOR CONTINUATION REFER 3001-111
                     MATCH NEATLY TO                                    ROAD RESERVE WIDENING
                     EXISTING DRIVEWAY




FILE: 3001-112.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-18-001942-3000-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                                           ROADWORKS LAYOUT
     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                                                   PLAN
E
N
D
     C
     D
           CB      DC       SP       SP      21.09.20 ISSUED FOR APPROVAL
                                                                                                                           APPROVED                                                      SCALE 1:200 (A1)                      SCALE 1:400 (A3)                                                                                                                     INTERSECTION MODIFICATION                                             SHEET 2 of 2
M
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           3001-112        C