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Approved Plans OPW22-0172

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                                                                                                                                                                                                                                                                                            NOOSA COUNCIL
                                                                                                                                                                                                                                                                                           APPROVED PLAN
                                                                                                                                                                                                                                                                                         OPW22/0172 1 NOV 2022

                                                                                                                                                                                                                                                                                                                                   LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                                                                                                                     LINDSAY CONSULTING PTY LTD




                                                                                                                                                                             PROPOSED                                                                                                                                                                 LTD
                                                                                                                                                                             SEWER EASEMENT

                                                                                 EXISTING BLOCKWORK
                                                                                 RETAINING WALL 1M
                                                                                                                                                                                                                                                          REFER TO DRAWINGS 03-1129-IF-1 TO IF 5                                   OFF. 2C/82 PARKER STREET, MAROOCHYDORE
                                                                                                                                                                                                                                                                                                                                                                                             RPEQ 4928
                                                                                                                                                                                                                                                                                                                                                                                        PH 54 792 118
                                       DRIVEWAY                                  APPROX THROUGHOUT
                                                                                                                                                                                                                                                          FOR PROPOSED SEWER MAIN AND WATER                                       THIS DRAWING REMAINS THE PROPERTY OF
                                                                                                                                                                                                                                                                                                                                  LINDSAY CONSULTING PTY LTD AND IS FOR
                                                                                                                                                                                                                                                                   MAIN EXTENSIONS                                                  THE SOLE USE OF THE CLIENT. NO PART
                                                                                                                                                                                                                                                                                                                                  MAY BE USED IN PART OR WHOLE WITHOUT
 EXISTING INDUSTRIAL SHED
                                                                                                                                                                                                                                                                                                                                     PRIOR EXPRESS WRITTEN CONSENT OF
                                                                                                                                                                                                                                                                                                                                        LINDSAY CONSULTING PTY LTD

                                                                                                                                                                                                                                                                                                                                  CLIENT AND PROJECT DESCRIPTION
                                                                                                                                                                                                                                                                                                                                   GE & LK GRAMS
                                                                                                                                                                                                                                                                                                                                   PROPOSED SUBDIVISION
                                                                                                                                                                                                                                                                                                                                   NO.52-57 RENE STREET
                                                                                                                                                                                                                                                                                                                                   NOOSAVILLE
                                       DRIVEWAY


                                                                                                                                                                                                                                                                                                                                  DRAWING TITLE
                                                                                                                                                                                                                                                                                                                                   SIGHT DISTANCES PLAN




                                                                                                                       1
                                                                                                                     32
 EXISTING INDUSTRIAL SHED                                                                                                                                                                                                                                                                                                         SCALES




                                                                                                               04
                                                                                                                                                                                                                                                                                                                                                                   0             5    10 m




                                                                                                             P1
                                                                                                                                                                                                                                                                                                                                                                  Orig. 1:200
                                      DRIVEWAY


                                                                                                 o nS
                                                                                              81
                                                                                     T2
                                                                                LO



                                                                                                                                                                                                                                                                                                                                  SURVEY DATUM

                                                                                                                                                                                                                                                                                                                                   .

                                                                                                                                                                                                                                                                                                                                  ASSOCIATED CONSULTANTS
                    EXISTING CARPARK AND DRIVEWAY

                                                                     PROPOSED 600 X 600
                                                                     STORMWATER PIT. ALL
                                                                     INTERAL STORMWATER                                                                                                                                                               Existing Streetscape trees to be
                                                                     TO BE RE-DIRECTED TO                                                    PROPOSED BOUNDARY                                                                                        relocated as directed on-site
                                                                     THIS PIT FOR DISCHARGE
                                                                     TO COUNCIL NETWORK
EXISTING BLOCKWORK
RETAINING WALL REDUCING
                                                                     GRATE RL 12.0 NOM
TO APPROX 300MM
                                                                                                                                                                   PROPOSED
                                                                                                                                                                   STORMWATER EASEMENT                                                             Existing Stormwater inlet
                                                             GRASS/LANDSCAPING                                                                                                                                                                     pit to remain as is
                                         EXISTING DRIVEWAY




                                                                                                                Provide 1 in 8 max                                                                                                                    Provide 900 x 900 Feild inlet
  GRASS/LANDSCAPING                                                                                   batter as determined on-site                                                                                                                    over existing Dia 375 Line
                                                                                13.0
                                                                                                                                                                                            00        IL 10.80 NOM
                                                                                                                                                                 DIA 375 RCP            .7
                                                                                                                                         PL




                                                                                                                   IL 11.10 NOM                                                       11
                                                                                                                                             11




                                                                                                                                                                                 PL
                                                                                                      1500




                                                                                                                                              .7
                                                                                                                                               00




                                                                                                                                                                    1 in 8 MAX




                                                                                                                                                                                                                                             750
                                                                                                                                                     1 in 10.4




                                                                                                                                                                                                                                           .0
                                                                                                                                                                        RHS




                                                                                    12.0
                                                                                                                                                        LHS
                                                                                                             750




                                                                                                                                                                                                                                        11
                                                                                                                                                                                             8                                                                 Existing Power
                                                                                                                       1000                                                             .13
                                                                                                                                         PL




                                                                                                                                                                                      11                                  M                                    pole location
                                                                                                                                             11




                                                                                                                                                                                 PL                                   O
                                                                                                                        EX




                                                                                                                                               .2




                                                                                                                                                                                                                     N
                                                                                                                                               88
                                                                                                                          IS




                                                                                                                                                                                            8                    0
                                                                                                                                                                                         08                   05
                                                                                                                             T



                                                                                                                                         PL




                                                                                                                                                                                        .                    .                                                                                                                   REVISION LIST
                                                                                                                                                                                      11                   11
                                                                                                                              KL




                                                                                                                                                                                                                                                        Existing 375 stormwater pipe
                                                                                                                                             11




                                                                                                                                                                                 PL                   KL
                                                                                                                                                .2
                                                                                                                                 11




                                                                                                                                                                                                                                                                                                                                 A ORIGINAL ISSUE                                              11/02/22
                                                                                                                                               38




                                                                                                                                                                                                                                                        to council catchpit
                                                                                                                                    .2




                                                                                                                                                                                                 ST
                                                                                                                                   00




                                                                                                                                                                                                I
                                                                                                                                                                                             EX                                                                                                                                  B REVISED AND REISSUED                                        26/09/22
                                                                                                                                     N
                                                                                                                                         O
                                                                                                                                         M




                                                                                                                                                       1 in 8

                                                                                                                                                     1 in 40
                                                                                                                                                        1500




                                                                                     Provide 2000 mm wide concrete
                                                                                                                                                      2000




                                                                                     footpath as per RS-065 Rev I

                                                                                                                                                                                                                                          Existing Catchpit
                                                                                       30025                                                                      6000                                                                    IL 9.80 NOM                                                  00
                                                                                                                                                                                                                                                                                                    .9
                                                                                                                                                                                                                                                                                                  15
                                                                                                                                                                                                                              Proposed industrial                                            PL             DRIVEWAY LEVEL
                                                                                                                                                                                                                              crossover in accordance
                                                                                                                                                                                                                              with RS-051 REV H,
                                                                                                                                                                                                                              Wide flares as shown                                                          KEY JOINT
                                                                                                                                                                                                                                                                                                            SAW JOINT
                                                                                                                                                                                                                                                                                                                                Computer File
                                                                                                                                                                                                                                                                                                            PROPOSED EASEMENT                                     031129CP.DWG
                                                                                                                                                                                                                                                                                                                                DRAWING NUMBER                                               SHEET   REV.

                                                                                                                                                                                                                                                                                                                                                                       03-1129-OPW3           3 B
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