200437-C-Drawings

                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING SEWER MANHOLE
                                                                                                                                                                                                                                                                                                                                                                                                                   SL 118.16                                                                                                                           EXISTING
                                                                                                                                                                                                                                                                                                                    Carport                          DEPTH OF SEWER 1.25m AT BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TELSTRA PIT
                                                                                                                                                                                                                                                                                                                                                     APPROX. IL 116.597



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING POWER POLE
                                                                                                                                                                                                                          OLIVINE LANE




                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING DN150 AC SEWER
                                                                                                                                                                                                                                                                                                                                    PROPOSED UNIT 1                                                                MAIN (ASSET ID 2527539).
                                                                                                                                                                                                                                                                                                                                                                                                                   US IL 116.635                                                                                                                                                                                                                                      .05
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  122
                                                                                                                                                                                                                                                                                                                                                                                                                   DS IL 113.177




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TEWANTIN ROAD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  DWELLING

                                                                                                                                                                                                                                                                                                                           GARAGE FFL 115.500
                                                                                                                                                                                                                                                                                                                         GROUND FLOOR FFL 116.7




                                                                                                                                                                                                                                                                                                                                    PROPOSED UNIT 2

                                                                                                                                                                                                                                                                                                                                                                                                             PROVIDE 2 x TYPE 'A3' SEWER PROPERTY CONNECTIONS
                                                                                                                                                                                                                                                                                                                                                                                                             TO MANHOLE, REFER STD DRG SEQ-SEW-1106-3.
                                                                                                                                                                                                                                                                                                                                                                                                             CONNECTIONS BRANCH ANGLE ≤60°, 50mm FALL




                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING SEWER PROPERTY SERVICE CONNECTION




                                                                                                                                                                                                                                                                                                                                                                                     1.50
                                                                                                                                                                                                                                                                                                                                                                                                                                  LOCATION TBC ON SITE PRIOR TO WORKS.
                                                                                                                                                                                                                                                                                                                                                                                                                                  INSTALL 1050Ø MANHOLE ON EXISTING ALIGNMENT TO
                                                                                                                                                                                                                                                                                                                                                                                                                                  SUIT MULTIPLE DWELLING CONNECTIONS EITHER SIDE
                                                                                                                                                                                                                                                                                                                                                                                                                                  OF SEWER AND SHALLOW SEWER MAIN DEPTH, REFER
                                                                                                                                                                                                                                                                                                                                                                                                                                  STD DRG SEQ-SEW-1302-1 & 1303-1.
                                                                                                                                                                                                                                                                                                                                               Dilapidated Shed
                                                                                                                                                                                                                                                                                                                                                                                                               APPROX. SEWER
                                                                                                                                                                                                                                                                                                                                       SEWER CONTINUES 59m FROM SUBJECT LOT                                    IL 115.79
                                                                                                                                                                                                                                                                                                                                       BOUNDARY. LEVELS AT DOWNSTREAM MANHOLE:
                                                                                                                                                                                                                                                                                                                                       SL 114.204
                                                                                                                                                                                                                                                                                                                                                                                                       DEPTH OF SEWER 1.27m AT BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                       APPROX. IL 115.715
                                   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-00102.DWG




                                                                                                                                                                                                                      LEGEND                                                                                   ABBREVIATIONS                                               MATERIALS COMPLIANCE:
                                                                                                                                                                                                                                             EXISTING SITE BOUNDARY                                                     WATER SERVICES ASSOCIATION OF                      ALL MATERIALS USED IN THE WORKS SHALL
                                                                                                                                                                                                                                                                                                               WSAA
                                                                                                                                                                                                                                                                                                                        AUSTRALIA                                          COMPLY WITH THE CURRENT IPAM LIST
                                                                                                                                                                                                                                             EXISTING PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                               NSC      NOOSA SHIRE COUNCIL
                                                                                                                                                                                                                                             EXISTING SEWER MAIN
                                                                                                                                                                                                                                                                                                               W&W      WATER & WASTE
                                                                                                                                                                                                                                             EXISTING WATER MAIN DBYD
                                                                                                                                                                                                                                             EXISTING U/G TELECOMMS DBYD
                                                                                                                                                                                                                                                                                                               AC       ASBESTOS CEMENT                                    PROPERTY CONNECTIONS:
                                                                                                                                                                                                                                                                                                               CI       CAST IRON                                          PROPERTY CONNECTIONS HAVE BEEN DESIGNED TO
                                                                                                                                                                                                                                             EXISTING U/G OPTIC FIBRE DBYD
                                                                                                                                                                                                                                                                                                               CICL     CAST IRON CEMENT LINED                             CONTROL THE REQUIRED SERVICE AREA OF EACH LOT
                                                                                                                                                                                                                                             EXISTING U/G TELECOMMS/ OPTIC FIBRE DBYD                                                                                      AT A GRADE OF 1:60 AND A MAXIMUM DEPTH OF
                                                                                                                                                                                                                                                                                                               DI       DUCTILE IRON                                       PROPERTY CONNECTION AT 1.5 m UNO.
                                                                                                                                                                                                                                             EXISTING STORMWATER DBYD
                                                                                                                                                                                                                                                                                                               DICL     DUCTILE IRON CEMENT LINED
                                                                                                                                                                                                                                             EXISTING O/H ELECTRICITY DBYD
                                                                                                                                                                                                                                                                                                               MH       MANHOLE
                                                                                                                                                                                                                                             PROPOSED WATER
                                                                                                                                                                                                                                             PROPOSED SEWER
                                                                                                                                                                                                                                                                                                               DN       DIAMETER NOMINAL                                                                                                                                                                                                                                          LIVE SEWER WORKS SCHEDULE
                                                                                                                                                                                                                                                                                                               PE       POLYETHYLENE                                                        WARNING!                                                                                                                                                                                                                                                                                      EX. MH BENCHING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       DESCRIPTION                    DIA.    EX. ASSET No.          EX. MH/MS COVER                                           CONNECTION DEPTH TO
                                                                                                                                                                                                                                                                                                               UPVC     UNPLASTICISED POLYVINYL CHLORIDE                                                                                                                                                        No.                                                                                                       LOT No.                                                           ALTERATION
                                                                                                                                                                                                                                                                                                                                                                                BEWARE OF UNDERGROUND SERVICES                                                                                                                   (SEE NOTES FOR AGENCY)              SEWER   AT CONNECTION          ASSET TYPE TYPE                 F.S.L             E.S.L        IL      INVERT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           REQUIRED (Y/N)
                                                                                                                                                                                                                                                                                                               VC       VITRIFIED CLAY                                     POSITION OF EXISTING UNDERGROUND SERVICES
                                                                                                                                                                                                                     NOTES:                                                                                                                                                SHOWN IS APPROXIMATE ONLY. EXACT POSITION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CONTRACTOR TO CONSTRUCT NEW
                                                                                                                                                                                                                                                                                                                                                                           SHALL BE PROVEN ON SITE BY THE CONTRACTOR
                                                                                                                                                                                                                     1.        FOR GENERAL AND SEWER NOTES REFER DRG 200437-C-00101.                                                                                                                                                                                                                                   MAINTENANCE HOLE OVER EXISTING SEWER AND
                                                                                                                                                                                                                                                                                                                                                                            PRIOR TO COMMENCEMENT OF CONSTRUCTION                                                                                              1 (A)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BENCH AND RENDER UP TO PIPE BUT NOT
                                                                                                                                                                                                                     2.        NOTWITHSTANDING THE DETAILS SHOWN ON THE DRAWINGS, ALL WORKS
                                                                                                                                                                                                                               SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL W&W AGENCY AND                                                                                                                                                                                                                            REMOVE CROWN OF PIPE.
                                                                                                                                                                                                                               ASSOCIATED SEQ CODE STANDARD DRAWINGS AND SPECIFICATIONS.
Last Plotted: 2020-12-18




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CONTRACTOR TO INSTALL SEWER PROPERTY                                                                107
                                                                                                                                                                                                                     3.         AGENCY REFERS TO UNITYWATER CONTRACTORS.                                                                                                                                                                                                                                       1 (B)                                                 DN150    2527539 (PIPE)           N/A      N/A                 117.09            117.09     115.84          1.25           N/A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CONNECTION. AFTER CLEANSING, TESTING AND                                                           C5604
                                                                                                                                                                                                                     4.         ALL DISTURBED AREAS SHALL BE TOPSOILED (MINIMUM THICKNESS 100mm)                                                                                                                                                                                                                       INSPECTION, NOTIFY AGENCY.
                                                                                                                                                                                                                                AND PROVIDED WITH GRADE 'B' TURF.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1 (C)   AGENCY TO REMOVE CROWN OF PIPE AND
Last saved by: GRANT(2020-12-18)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       COMPLETE BENCHING AFTER SUCCESSFUL "ON
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       MAINTENANCE" INSPECTION.




                                                                                                                                                                                                                                                                                     North Point   Scale                                           Horiz. Datum   Client                                      Consultant                                                                                     Project                                                                 Drawing
                                                                                                                                                                                                                                                                                                                                                     LOCAL                                                                                                                                                                                                    Drawn          GM                                                                                                   Drawing No.                 Rev No.
                                                                                                                                                                                                                                                                                                                                                                       MIDSON CONSTRUCTIONS                                                                                                                          33 TEWANTIN ROAD                                                                    SEWER RETCULATION
                                                                                                                                                                                                                                                                                                           0                  2.5          5       Vert. Datum              (QLD) PTY LTD                                                                                                                            COOROY, QLD, 4563                        Design         GM                           LAYOUT & DETAILS
                                                                                                                                                                                                                                                                                                           A1 1:100
                                                                                                                                                                                                                                                                                                                                               m      AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              MULTIPLE DWELLINGS DEVELOPMENT                  Check          LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            200437-C-00102                     A
                                                                                                                                                                                                                  A FOR OPW APPROVAL                               17.12.20 LS                                                                      RL Datum                                                                                                    CIVIL | STRUCTURAL | GEOTECHNICAL                     OPW APPLICATION                                                Approved                    Signed
                                                                                                                                                                                                                 P1 PRELIMINARY                                    16.11.20 LS                                                                     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