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Vehicle access

Attached to the e-mail Ind Bus Type 2, Reconfigure a Lot (Access Easements) & Op Works (Comm site investigation report, Vehicle access & Stormwater Mgmt) - MCU18/0120, RAL18/0013 & OPW18/0197 .msg.

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                                                             DATE PLOTTED: 5 June 2018 2:52 PM BY : MARK TABER




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROP. EMT
                                                                                                                                                                                REALIGN FENCE TO
                                                                                                                            /                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SM3 KERB INTEGRAL WITH SLAB
                                                                                                                                                                                LOT 1 & 2 COMMON BDY




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SM3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SM3
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                                                                                                                                                                                                                                                                            CONSTRUCT NEW COMMERCIAL
                                                                                                                                                                                                                              LOT 1                                                                                                                                                                                                                                                                                                                                        4                                 11.0 & VARIES
                                                                                                                                               /                                                                                                                            VEHICLE CROSSING TYPE B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    VERGE (TURFED)                           CARRIAGEWAY                                                                    0.15




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                                                                                                                                                                                                                                                       6
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         LOT 3                                                         2.5%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                % VARIES
                                                                                                                                                                                        TAKE AND REMOVE EXISTING




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                                                                                                                                                                            /           375Ø PIPE AND END WALLS                                                                                                                   /                           MATCH NEATLY TO EXISTING
                                                                                                                                                                                                                                                                                                                                                              KERB AND CONCRETE PAVEMENT                                                                                                                                                                            VERGES AND 1 in 6 EMBANKMENTS TO BE
                                                                                                                                                                                   /                                                                                                                                                                                                                                                                                                                                                                                                                                     PAVEMENT AS SPECIFIED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TURFED OR GRASS SEEDED ON MIN.




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                                                                                                                                                                                                                                                                        VC                                                                        /
                                                                                                                                                                                           /                                                                                                     SM                                                                                                                                                                                                                                                                 100mm TOPSOIL
                                                                                                                                                                                                                                                                                                    3                                                                                                                                                                                                                                                                                       SECTION                          A
                                                                                                                                                            TAKE AND REMOVE WASHOUT BAY /




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SCALE A1 - 1 : 100       -




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                                                                                                                                                                                                                                                                        12
                                                                                                                                                            & ABOVE GROUND WATER TANK                                                                                                                                                                                                                                                                                                                                                                                                                     A3 - 1 : 200




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                                                                                                                                                                                                                              SM




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                                                                                                                                                                                                                                                                                .8
                                                                                                                                                                                                                          /                                                                                                                                                                                                                                                                                                     PAVEMENT SPECIFICATIONS:
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                                                                                                                                                                                                                                     /                                               SM3                                                                                                                                                                                                                                                                                                                                             ASSUMED                 STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TYPE                               DESCRIPTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       (CBR)              CLASSIFICATION
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   200mm CONCRETE SLAB (N32/20), SL92 MESH 60mm TOP COVER                                                 CONCRETE




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                                                                                                                                                                                                                                                                            A                                                                                                                                                                                                                                                         P1           150mm GRANULAR SUB-BASE (CBR15 MIN.)




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                                                                                                                                                                                                                          122.8
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          3           ROAD/TURNING HEAD
                                                                                                                                                                                                                                                                            -            /                                                                                                                                                                                                                                                         REFER NOTE C.5 ON DRAWING 250660-CI-02




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                                                                                                                                                                                                                                                                                                              RELOCATE SITE FENCING AND GATES TO NEW
                                                                                                                                                                                LOT 2                                                                                                                                                                                                                         /




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                                                                                                                                                                                                                                                                                                              EASEMENT & VEHICLE CROSSING LOCATIONS                                                                                                                                                                                                175mm CONCRETE SLAB (N32/20), SL82 MESH 60mm TOP COVER                                                  COMMERCIAL
                                                                                                                                                                                                                                                                                                                                                                                                                         /                           /                                                                                P2           125mm GRANULAR SUB-BASE (CBR15 MIN.)                                                   3                 CONCRETE
                                                                                                                                                                                                                                   122.7                                                                                                                                                                                                                                                                                                           REFER NOTE C.5 ON DRAWING 250660-CI-02                                                                   DRIVEWAY




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                                                                                                                                                      CONSTRUCT NEW COMMERCIAL                                                                    .6                                                                                                                                                                                                                         /
                                                                                                                                                      VEHICLE CROSSING TYPE B                                                                  122




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                                                                                                                                                                                                                                         SM                                                                       MATCH NEATLY TO EXISTING
                                                                                                                                                                                                                                           3                       .5
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                                                                                                                                                                                                                                                               122                                                KERB AND CONCRETE PAVEMENT




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                                                                                                                                                   CONSTRUCT NEW CONCRETE TURNING HEAD &




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                                                                                                                                                   CREATE EASEMENTS FOR ACCESS AS REQUIRED
                                                                                                                                                                                                                                                                                                                                                                                   SM3                                                 TAKE UP AND REMOVE SECTION OF CENTRAL




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                                                                                                                                                                                                                                                                                                                                                                                                                                       MEDIAN AND CONSTRUCT PAVEMENT TYPE A                                      /
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                                                                                                                                                                                                                                                                                                        /                                                                                                                              FOR RIGHT TURN EXIT FROM LOT 5




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                                                                                                                                                                                                               ADJUST SEWER MS COVER TO                                                                                   /
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          UR
                                                                                                                                                                                                               SUIT FINISHED SURFACE LEVEL                                                                                                    /                     VC                                                                                                                                                                    /




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CO
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                                                                                                                                                                                                                                                                                                                                                                                                                   SM3                                                                                                                                    /




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              O      R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           YL
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                                                                                                                                                                                                                                                                        CONSTRUCT NEW COMMERCIAL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         TA
                                                                                                                                                                                                                                                                        VEHICLE CROSSING TYPE B                                                           9
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                                                                                                                        LEGEND - EXISTING




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                                                                                                                                                      ELECTRICAL UNDERGROUND
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                                                                                                                                                      SEWER GRAVITY MAIN




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                                                                                                                                                      TELECOMMUNICATION CONDUITS
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                                                                                                                                                      WATER MAIN                                                                                                                                                                                                                                                               /
                                                                                                                                                      WATER SERVICE (TBC)




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                                                                                                                                                      STORMWATER DRAINAGE




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                                                                                                                                                      ROAD CROWN




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                                                                                                                                                      EDGE OF BITUMEN                                                                                                                                                                                                                                                                          /
                                                                                                                                                      KERB
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                                                                                                                                                      TOP OF EMBANKMENT                                                                                                                                                                                                                                                                                      /




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  /
                                                                                                                                                      CHANGE OF GRADE
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                                                                                                                                                      BOTTOM OF EMBANKMENT
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                                                                                                                                                      TABLE DRAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  /
                                                                                                                                                      BUILDING




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                                                                                                                                /          /          FENCE                                                                                                                                                                                                                                                                                                                                                                                    MAKE GOOD EXISTING CONCRETE FOOTPATH
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              /
                                                                                                                                                      PROPERTY BOUNDARIES
                                                                                                                                                      EXISTING CONTOURS                                                                                                                                                                             LOT 5                                                                                                                                        /
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                                                                                                                                                      EXISTING VEGETATION OUTLINE                                                                                                                                                                                                                                                                                                                                                                     RELOCATE STREET LIGHT. REFER ELECTRICAL




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                                                                                                                        LEGEND - PROPOSED:                                                                                                                                                                                            (PROPOSED COMMERCIAL DEVELOPMENT)                                                                                                                                                                               ENGINEER'S DRAWINGS FOR DETAILS
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                                                                                                                                                            NOMINAL KERB LINE
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             /
XREF's: X-250660 DCDB External; X-250660 Survey; X-250660 DESIGN; X-250660 Arch Lot 5; X-HR Design Logo




                                                                                                                                    SM3                                                                                                                                                                                                                                                                                                                                                                                                                              TAKE UP AND REMOVE EXISTING VEHICLE
                                                                                                                                                        IPWEA KERB TYPE SM3 PROFILE. REFER                                                                                                                                                                                                                                                                                                                                                                           CROSSING. CONSTRUCT NEW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             /
                                                                                                                                                        Std Dwg RS-080 FOR DETAILS                                                                                                                                                                                                                                                                                                                                                                                   COMMERCIAL VEHICLE CROSSING TYPE B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              VC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    LOT 6
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                                                                                                                                    VC                                                                                                                                                                                                                                                                                                                                                                                  /
                                                                                                                                                        IPWEA COMMERCIAL CROSSING TYPE B.
CAD File: P:\250660 HR Design Taylor Ct Cooroy\Design\ACAD\250660-CI-003 LAYOUT PLAN.dwg




                                                                                                                                                        REFER Std Dwg RS-051 FOR DETAILS                                                                                                                                                                                                                                                                                                                                         /
                                                                                                                                                                                                                                              /




                                                                                                                                                            PAVEMENT TYPE P1 -                                                                                                                                                                                                                                                                                   TAKE UP AND REMOVE EXISTING SITE                                     9
                                                                                                                                                            CONCRETE TURNING HEAD                                                                                                                                                                                                                                                                                FENCE & GATE. REINSTATE AS PART




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                /
                                                                                                                                                            PAVEMENT TYPE P2 - CONCRETE                                                                                                                                                                                                                                                                          OF LOT 5 ENTRY STATEMENT WORKS
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                                                                                                                                                            VEHICLE CROSSOVER
                                                                                                                                                            TURFED VERGES & EMBANKMENTS                                                                                                                                                                                                                                                                                              MAKE GOOD EXISTING CONCRETE FOOTPATH
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                                                                                                                                    3.50                    FINISHED CONTOURS
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                                                                                                                                                            LIMIT OF EARTHWORKS                                                                                                                                                                                                                                                                                                                                                                                                                         /
                                                                                                                                                            PROPOSED ACCESS EASEMENT BOUNDARY                                                                                                                                                                                                                                PLAN                                                                                                                                                                                                0                5             10          15       20            25m
                                                                                                                                                            STAGE/CONSTRUCTION BOUNDARY                                                                                                                                                                                                                           SCALE A1 - 1 : 250
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SCALE 1:250                                                     @A1
                                                                                                                                                                                                                                                                                                                                                                                                                        A3 - 1 : 500
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Drawn                                 Date Client
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              M.T.                            6/06/2018             HR DESIGN
                                                                                                                                                                                                                                                                                                                                                                 © Cardno Limited All Rights Reserved.                                                                                                       Checked                               Date Project                                                                          Status
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TALYOR COURT COOROY
                                                                                                                                                                                                                                                                                                                                                              This document is produced by Cardno Limited solely for the
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              A.R.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Designed
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              6/06/2018
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Date
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                 benefit of and use by the client in accordance with the                                                                                                                                        PROPOSED VEHICLE ACCESS                                                   NOT TO BE USED FOR CONSTRUCTION PURPOSES
                                                                                                                                                                                                                                                                                                                                      NORTH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              M.T.                            6/06/2018
                                                                                                                                                                                                                                                                                                                                                              terms of the retainer. Cardno Limited does not and shall not                                                                                                                                      ENGINEERING WORKS                                                        Datum                              Scale         Size
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Verified                              Date
                                                                                                                                                                                                                                                                                                                                                              assume any responsibility or liability whatsoever to any third                       Cardno (Qld) Pty Ltd | ABN 57 051 074 992
                                                                                                                                                                                                                                                                                                                                                                                                                                                             Level 1, 9 Maud Street
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              D.H.                            6/06/2018 Title                                                                                 AHD                             AS SHOWN           A1
                                                                                                                                                                                                                                                                                                                                                              party arising out of any use or reliance by third party on the                                                                                 Approved
                                                                                                                                                                                                                                                                                                                                                                                                                                                           Maroochydore, QLD 4558                                                                                                                                                        Drawing Number                                          Revision
                                                                                                                                                                                                                                                                                                                                                                                content of this document.
                                                                                                                  1     6/06/2018   FOR APPROVAL                                               M.T.   A.R.                                                                                                                                                                                                                                           Tel: 07 5443 2555 Fax: 07 5443 5642
                                                                                                                 Rev.      Date                               Description                      Des.   Verif. Appd.                                                                                                                                                                                                                                         Web: www.cardno.com.au                                                                                   LAYOUT PLAN                                                                           250660-CI-003                               1
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