3001-Set-ifa

            LEGEND                                                                                                                                         PROPOSED WORKS
                                                                                                                                                                                                                                                                                                                                             PRELIMINARY PAVEMENT DESIGNS
           EXISTING FEATURES                                                                                                                                                         DESIGN CONTOURS
                                             EXISTING ROAD CENTRELINE                                                                                                                PROPOSED ROAD CENTRELINE                                                                               ROAD                      TRAFFIC     SURFACING     PRIMER SEAL           BASE (mm)           SUB BASE (mm) LOWER SUB BASE                   TOTAL BOX                        STREET CLASSIFICATION
                                                                                                                                                                                                                                                                                                                       ESA's         (mm)           (mm)               (CBR 80)              (CBR 45)     (mm) (CBR 15)                    (mm)
                                             EXISTING KERB AND CHANNEL                                                                                                               PROPOSED KERB AND CHANNEL TYPE B1 REFER IPWEA
                                                                                                                                                                                     STD DRG RS-080                                                                                                                                                                   (TYPE 2.1)            (TYPE 2.3)      (TYPE 2.5)
                                             EXISTING KERB
                                                                                                                                                                                     PROPOSED KERB AND CHANNEL TYPE M1 REFER IPWEA                                                         ROAD 1                      2 x 10 5         30            10                   110                      125                  100                  365                             LOCAL URBAN
                                             EXISTING CONCRETE CHANNEL                                                                                                               DRG RS-080
                                                                                                                                                                                                                                                                                       GRASSTREE COURT                 2 x 10 5         30            10                   110                      125                  100                  365                             LOCAL URBAN
                                             EXISTING SEWERMAIN                                                                                                                      PROPOSED BARRIER KERB TYPE B2 REFER IPWEA STD
                                                                                                                                                                                                                                                                                       BEN LEXEN DRIVE                 5 x 10 5         45            10                   125                      100                  135                  405                COLLECTOR URBAN RESIDENTIAL
                                             EXISTING SEWER RISING MAIN                                                                                                              DRG RS-080
                                             EXISTING TELECOMMUNICATION                                                                                                              PROPOSED CONCRETE INVERT REFER IPWEA STD DRG RS-080
                                             EXISTING UNDERGROUND ELECTRICAL                                                                                                         PROPOSED SAWCUT LINE REFER IPWEA STD DRG RS-170                                                       NOTE:
                                             EXISTING WATERMAIN                                                                                                                      PROPOSED AC PAVEMENT                                                                                  1.        PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON AN ASSUMED SUBGRADE CBR 5. ACTUAL PAVEMENT DESIGNS WILL BE BASED
                                             EXISTING STORMWATER                                                                                                                     PROPOSED CONCRETE PAVEMENT                                                                                      ON TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.
                                                                                                                                                                                     PROPOSED CONCRETE FOOTPATH                                                                            2.        WHEN THE TOTAL PAVEMENT DEPTH (AS DETERMINED BY SUBGRADE TESTS) EXCEEDS THE NORMAL DEPTH, THE PAVEMENT GRAVEL
                                                                                                                                                                                                                                                                                                     SHALL EXTEND UNDER THE KERB AND CHANNEL TO 150mm BEHIND (TYP).
                                                                                                                                                                                     PROPOSED STABLISED AREA
                                                                                                                                                                                                                                                                                           3.        BOXING DEPTH SHOWN ON CROSS SECTIONS IS INDICATIVE ONLY. REFER TO PAVEMENT DESIGN TABLE FOR ALL CONSTRUCTION DEPTHS.
                                                                                                                                                                                     PROPOSED STORMWATER DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             FOR CONTINUATION REFER 3001-112

                                                                                                                                                                                                                                                                                                                                                                                                       8
                                                                                                                                                                                                                                                                                                                                                                                                    RP901384
                                                                                                                                                                                                                                                                                                         EXTENT OF EXISTING PAVEMENT TO BE RECONSTRUCTED
                                                                                                                                                                                                                                                                                                         TO BE CONFIRMED ONSITE WITH COUNCIL
                                                                                                                                                                             PROPOSED KERB RAMP IN
                                                                                                                                                                             ACCORDANCE WITH NSC
                                                                                                                                                                             STD DRG SD:9006E
                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED KERB RAMP IN
                                                                                                                                                                                                                                                                                                                                                                                                                                              ACCORDANCE WITH NSC
                                                                                                                                                                                                                                                                                                                                                                                                                                              STD DRG SD:9006E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LIMIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             OF WO
                                                                                                                                                                            PROPOSED 2.0m WIDE CONCRETE
                                                                                                                                                                            FOOTPATH IN ACCORDANCE WITH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RKS
                                                                                                                                                                            IPWEA STD DRG RS-065
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          R T
                                                                                                                                                                                                                                                                                                                                                                                                                                                     C O U
                                                                                                                                                                                                                                                                                                                     G R A S S T R E E
                    9
                 SP252905
                                                                                                                                                                        ALL DISTURBED AREAS TO BE
                                                                                                                                                                        TURFED AS INTERIM MEASURE.
                                                                                                                                                                        FINAL LANDSCAPE SUBJECT TO
                                                                                                                                                                        FUTURE LANDSCAPE APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED 2.0m WIDE CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                     FOOTPATH IN ACCORDANCE WITH
                                                                                                                                                                                                                                                                                                                                                                                     IPWEA STD DRG RS-065




                                                                                                                                                                                                                                                                                                ROAD 1
                                                                                                                                                                                                                                                                                                                         PROPOSED KERB RAMP IN
                                                                                                                                                                                                                                                                                                                         ACCORDANCE WITH NSC
                                                                                                                                                                                                                                                                                                                         STD DRG SD:9006E

                                                                                                                                                                                                                                                                                                                                                                                                                                                 RELOCATED J-POLE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    LIMIT OF WORKS
                                              PROPOSED 2.0m WIDE CONCRETE
                                              FOOTPATH IN ACCORDANCE WITH
                                              IPWEA STD DRG RS-065

                                       JOIN NEATLY TO EXISTING PATH




                                                                                                                                                                                                                                                          L E X E N                                                                                                                                                        D R I V E

                                                                                                                                         B E N

                                                                                                                                                                                           PROPOSED WATERMAIN                                                                                                                                                                                                    NEW BUS STOP TO BE CONSTRUCTED AND
                                                                                                                                                                                           UPGRADE SUBJECT TO                                                                                              EXISTING TREES IDENTIFIED FOR REMOVAL TYP.                                                            OPERATIONAL PRIOR TO CLOSURE OF
      LIM




                                                                                                PAVEMENT TO BE REPROFILED                                                                  UNITY WATER APPROVAL                                                                                                                                                                                                  EXISTING BUS STOP IN ACCORDANCE WITH
         IT O




                                                                                                TO SUIT NEW KERB AND CHANNEL                                                                                                                                                                                                                                                                                     TRANSLINKS REQUIREMENTS. EXISTING BUS
           FW




                                                                                                                                                                                                                                                                                                                                                                                                                 STOP TO BE OPERATIONAL AT ALL TIMES
             ORK
                 S




FILE: 3001-111.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, X-18-001942-3002-BASE
          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 1 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
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S
     G                                                                                                                                            SIGN:                              DATE: 21.09.20
                                                                                                                                                                                                                                                                                                                                    C    calibregroup.com                                           PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                                                                                    DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                          18-001942                         3001-111                   C