200437-C-Drawings

P1
                                                                                                                                                                                                                                                                                                             10. ALL DEFECTS IDENTIFIED BY THE CCTV SURVEY WILL BE REPAIRED TO A                                                                                                                                                                                                                                           15




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         15
                                                                                                                                                                                                                                                                                                                 SATISFACTORY STANDARD BY THE CONTRACTOR. PAYMENT FOR THESE                                                                                                                                                                                                                                                       .5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .50
                                                                                                                                                                                                                                                                                                                 REPAIRS WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR,




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0
                                                                                                                                                                                                                                                                                                                 UNLESS IT CAN BE DEMONSTRATED THAT THE IDENTIFIED DAMAGE WAS
                                                                                                                                                                                                                                                                                                                 PRE-EXISTING AND THE RESPONSIBILITY OF OTHER PARTIES.
                                                                                                                                                                                                                                                                                                             11. THE PROPOSED DWELLINGS SHALL INCLUDE WATER TANKS WITH A
                                                                                                                                                                                                                                                                                                                 MINIMUM OF 3,000 LITRES PER DWELLING.
                                   Filename: C:\USERS\GRANT\ARCOSGROUP.COM.AU\BILLY BLAKE - ARCOS\6.0 PROJECTS\200437 - COOROY, PROPOSED DUAL OCCUPANCY - 33 TEWANTIN ROAD\4.0 CAD\DRAWINGS\200437-C-00013.DWG




                                                                                                                                                                                                                                                        MESH AND COVER
                                                                                                                                                                                                                                                        AS SPECIFIED                                                      DESIGN ESA's = 1.5 x 104 (25 YEARS)
                                                                                                                                                                                                                                                                                           REFER ISOLATION
                                                                                                                                                                                                                                                                                           JOINT                                                                    30mm AC SURFACING AND PRIMER SEAL WITH                                                                                                                                                  EXISTING LEGEND                                                                                                                     PROPOSED LEGEND
                                                                                                                                                                                                                           D




                                                                                                                                                                                                                                                                                                                                                                    10mm PRE-COAT AGGREGATE BASE COURSE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING SEWER                                                                                                                    PROPOSED ROAD PAVEMENT
                                                                                                                                                                                                                                                                                                                                                                    150mm TYPE 2.1 GRAVEL BASE                                                                                                                                                                                  EXISTING U/G TELECOM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED TURF/LANDSCAPING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING O/H ELECTRICITY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING WATER DBYD                                                                                                               PROPOSED CONCRETE DRIVEWAY AND VEHICLE CROSSOVER
                                                                                                                                                                                                                          200um MOISTURE                                                                                                                                                                                                                                                                                                                                        EXISTING STORMWATER DBYD                                                                                                          IN ACCORDANCE WITH IPWEA STD DWG RS-049 & RS-050
                                                                                                                                                                                                                          BARRIER IF ORDERED,                                                                                                                       250mm TYPE 2.3 GRAVEL SUBBASE
                                                                                                                                                                                                                                                                                   50mm
                                                                                                                                                                                                                                                                                   300mm




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING FENCE                                                                                                                    PROPOSED GRASS CELL VEHICLE LOADING, INSTALLED AS PER
                                                                                                                                                                                                                          LAPPED 200mm                                                                                                                                                                                                                                                                                                                                                                                                                                                                            MANUFACTURER SPECIFICATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING CONTOUR MAJOR
                                                                                                                                                                                                                                      R10 LIGS @                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED STORMWATER PIPE
                                                                                                                                                                                                                                      600mm CENTRES                                                                                                                                                                                                                                                                                                                             EXISTING CONTOUR MINOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED CONTRACTION JOINT
                                                                                                                                                                                                                                                                                                        FULL DEPTH SHALL NOT                                    EARTHWORKS TO SUBGRADE.                                                                                                                                                                                                                                                                                                                           PROPOSED EXPANSION JOINT
                                                                                                                                                                                                                                               3F11TM                                                   EXCEED ADJACENT EXISTING                                                                                                  3mm x 25mm DEEP GROOVE
                                                                                                                                                                                                                                                                   300mm                                                                                        MINIMUM SUBGRADE CBR 3%, TO BE                                                                                                                                                                                                                                                                                                                    PROPOSED ISOLATION JOINT
                                                                                                                                                                                                                                                                                                        PAVEMENT DEPTH                                          CONFIRMED BY CONTRACTOR                                           TOOLED JOINT OR REFER
                                                                                                                                                                                                                                                                                                                                                                                                                                  "SAW CUT JOINT" DETAIL                                                                                                                                         PROPRIETARY PERMANENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  FOOTING, WALL OR OTHER FORM
                                                                                                                                                                                                                                                   TRANSVERSE KEY                                                 ROAD PAVEMENT DETAIL                                                  75mm TYPICAL
                                                                                                                                                                                                                                                                                                                                                                                                                                    MESH AND COVER                                                                    MESH AND COVER                        75mm TYPICAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CAPPING STRIP(#)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  OF BLOCKOUT STRUCTURE
                                                                                                                                                                                                                                                                SCALE 1:10                                                             SCALE 1:10                                                                                   AS SPECIFIED                                                                      AS SPECIFIED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ABELFLEX AND
                                                                                                                                                                                                                                         (Where steeper than 13%, as directed by Site Superintendent)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          MESH AND COVER        SEALANT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CONCRETE PAVEMENT                                                                                                                                         CONCRETE PAVEMENT
                                                                                                                                                                                                                                                                                       MESH AND COVER                                                                                                                                                                                                                                                                                                                                                                                                     AS SPECIFIED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          AS SPECIFIED                                                                                                                                              AS SPECIFIED
                                                                                                                                                                                                                                                                                       AS SPECIFIED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SUBBASE OR BEDDING                                                                                                                                        SUBBASE OR BEDDING                           CONCRETE PAVEMENT
                                                                                                                                                                                                                                                                                                 125mm THICK CONCRETE (25MPa)                                                                                                                                                             LAYER AS SPECIFIED                                                                                                                                        LAYER AS SPECIFIED                                 AS SPECIFIED
                                                                                                                                                                                                                                                                                                 WITH SL82 MESH, 50mm TOP COVER
Last Plotted: 2020-12-18




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SUBBASE OR BEDDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     200um MOISTURE BARRIER IF                               "DANLEY KEYJOINT EXPANDA" WITH DOWEL                                                                 LAYER AS SPECIFIED
                                                                                                                                                                                                                                                                                                 50mm BEDDING SAND                                                200um MOISTURE BARRIER IF                                     OPTIONAL DOWEL FOR LOAD TRANSFER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ORDERED, LAPPED 200mm                                   & SLEEVE SYSTEM AT 450mm CENTRES
                                                                                                                                                                                                                                                                                                                                                                  ORDERED BY SUPERINTENDENT                                     MAY BE ADDED ACROSS JOINT. REFER
                                                                                                                                                                                                                                                                                                                                                                                                                                DOWEL BAR SCHEDULE
                                                                                                                                                                                                                                      200um MOISTURE BARRIER IF                                                                                                                     INDUCED CRACK                                                                                                                                                                                                                                                                                                  200um MOISTURE BARRIER IF
                                                                                                                                                                                                                                                                                            EARTHWORKS TO                                                                                                                                                                                                                                                  # ALTERNATIVE TEMPORARY CAPPING STRIP,
                                                                                                                                                                                                                                      ORDERED, LAPPED 200mm
Last saved by: GRANT(2020-12-18)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            REMOVED AND APPROVED SEALANT APPLIED                                                                                                   ORDERED, LAPPED 200mm
                                                                                                                                                                                                                                                                                            SUBGRADE

                                                                                                                                                                                                                                         CONCRETE DRIVEWAY DETAIL                                                                                                                  CONTRACTION JOINT (CJ)                                                                                                                                       EXPANSION JOINT (EJ) WITH KEY                                                                                                                          ISOLATION JOINT ABUTTING STRUCTURE (IJ)
                                                                                                                                                                                                                                                                   SCALE 1:10                                                                                                                             SCALE 1:10                                                                                                                                                        SCALE 1:10                                                                                                                                               SCALE 1:10
                                                                                                                                                                                                                                                                                                                                                                                                   (JOINT SPACING; MAX 3m)                                                                                                                                           (MAX JOINT SPACING; 12m)


                                                                                                                                                                                                                                                                                       North Point            Scale                                             Horiz. Datum   Client                                                   Consultant                                                                                           Project                                                                                                     Drawing
                                                                                                                                                                                                                                                                                                                                                                  LOCAL                                                                                                                                                                                                                                      Drawn                     GM                                                                                                                    Drawing No.                Rev No.
                                                                                                                                                                                                                                                                                                                      0              2.5             5                              MIDSON CONSTRUCTIONS                                                                                                                                             33 TEWANTIN ROAD                                                                                                           CIVIL
                                                                                                                                                                                                                                                                                                                                                          m
                                                                                                                                                                                                                                                                                                                                                                Vert. Datum              (QLD) PTY LTD                                                                                                                                               COOROY, QLD, 4563                                       Design                    GM                            ROADWORKS & DRAINAGE LAYOUT
                                                                                                                                                                                                                                                                                                                      A1 1:100
                                                                                                                                                                                                                                                                                                                      0              1.25           2.5
                                                                                                                                                                                                                                                                                                                                                          m
                                                                                                                                                                                                                                                                                                                                                                   AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              MULTIPLE DWELLINGS DEVELOPMENT                                 Check                     LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              200437-C-00013                             A
                                                                                                                                                                                                                  A FOR OPW APPROVAL                               17.12.20 LS                                                                                   RL Datum                                                                                                                 CIVIL | STRUCTURAL | GEOTECHNICAL                           OPW APPLICATION                                                                                    Approved                                  Signed
                                                                                                                                                                                                                 P1 PRELIMINARY                                    16.11.20 LS                                        A1 1:50                                   OPM 24963                                                               COPYRIGHT © All rights reserved.                                                                                                                                                                                                                                                                                                        Sheet
                                                                                                                                                                                                                 Rev            Revision Description                 Date Approved                                                                              RL 125.924
                                                                                                                                                                                                                                                                                                                                                                                                                                        This work is copyright and cannot be reproduced
                                                                                                                                                                                                                                                                                                                                                                                                                                        or copied in any form without the prior consent
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SUNSHINE COAST | BRISBANE | GOLD COAST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          www.arcosgroup.com.au | ABN 51 640 311 842
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Date             17.12.20                   L.SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RPEQ    21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Status       NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Size     A1