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Compiled Approved Plans & Document OPW18 0343 01 pdf

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Plans and drawings

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                                                                                                                                                                                                                                                                                                                                                                                                                              NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                                              APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                          OPW18/0343.01 30 OCT 2020-




                                                                                                                                                                                                                                5/EX1
                                                                                   1/EXR

                                                                                                                1/EX1

                                                                                                                              2/EXR


                                                                                                                                                           3/EXR
                                                                                                                                                                                2/EX1



                                                                                                                                                                                                         4/EX1
                                         STRUCTURE
                                         NAME




                                                                                    EXISTING MANHOLE


                                                                                                                   MANHOLE
                                                                                                                 2400mm DIA

                                                                                                                               EXISTING MANHOLE




                                                                                                                                                            EXISTING MANHOLE

                                                                                                                                                                                   MANHOLE




                                                                                                                                                                                                              MANHOLE
                                                                                                                                                                                 2400mm DIA




                                                                                                                                                                                                            2400mm DIA


                                                                                                                                                                                                                                  EXISTING MANHOLE
                                         STRUCTURE
                                         DESCRIPTION




                                                                                                                        EXISTING TO BE REMOVED


                                                                                                                                                                                                      EXISTING SEWER RISING MAIN

                                                                                                                                                                                                        PROPOSED Ø150 WATER MAIN




                                                                                                                                                                                                   EXISTING Ø225 SEWER (SURVEY)




                                         PIPE SIZE (mm)                                                          1800                             1800                                              1800
                                         PIPE CLASS                                                               3                                3                                                 3

                                         PIPE GRADE (%)                                                         0.30%                             0.30%                                            0.48%
                                         PIPE SLOPE (1 in X)                                                    333.33                            333.33                                           207.99




                                                           DATUM RL             15.0
                                                                                                       3.606




                                                                                                                               4.095
                                                                                                                               4.115



                                                                                                                                                            3.852
                                                                                                                                                            3.881




                                                                                                                                                                                                                                 3.772
                                                                                                                                                                                                                                 3.864




                                         DEPTH TO INVERT
                                                                                                       27.449




                                                                                                                               27.346
                                                                                                                               27.326



                                                                                                                                                            27.246
                                                                                                                                                            27.217




                                                                                                                                                                                                                                 26.869
                                                                                                                                                                                                                                 26.777




                                         INVERT LEVEL
                                         OF DRAIN
                                                                                    31.055




                                                                                                                               31.441




                                                                                                                                                            31.098




                                                                                                                                                                                                                                 30.641




                                         DESIGN SURFACE
                                         LEVEL
                                                                                    N 9799.985




                                                                                                                               N 9822.840




                                                                                                                                                            N 9844.084




                                                                                                                                                                                                                                  N 9916.444
                                                                                    E 5132.104




                                                                                                                               E 5106.370




                                                                                                                                                            E 5106.021




                                                                                                                                                                                                                                  E 5104.252




                                         SETOUT
                                         COORDINATES
                                                                                    0.000




                                                                                                                                                                                                                                 133.433
                                                                                                                               34.235




                                                                                                                                                            61.051




                                         CHAINAGE                                                               34.235                            26.816                                           72.382


                                         LINE                                                                                                                                                  1



         FILE: 3001-126.dwg DATE: 16-11-2018 USER: DANIEL CULLING
         XREFS: X-18-001942-3001-TITLE, X-18-001942-3001-DRAIN
                  DESIGN DRAWN     CHECK   APPROVED     DATE                                                                                                                   STATUS                                                                SCALE                                                                CLIENT                                                                  PROJECT                                               DRAWING TITLE
          FIRST                                                                       AMENDMENT DETAILS                                                                                                                                                                                                                                             Calibre Professional Services (QLD) Pty Ltd
          ISSUE     CB      CB      SD        SP      02.02.18
                                                                                                                                                                                               FOR APPROVAL                                                  0    10     20      30      40   50       60     70     80
                                                                                                                                                                                                                                                                                                                                                                Level 3, 16 Innovation Parkway      BLUE CARE SUNRISE BEACH                                   STORMWATER DRAINAGE
              A     CB      CB      SP        SP      16.04.19 AMENDMENTS PER COUNCIL RFI                                                                                                                                                                                                                                                                           Birtinya QLD Australia 4575
         A
         M    B     CB      CB      SP        SP      07.11.19 ISSUED FOR CONSTRUCTION                                                                                                        NOT FOR CONSTRUCTION                                           SCALE 1:1000 (A1)                       SCALE 1:2000 (A3)
                                                                                                                                                                                                                                                                                                                                                                       Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                                                                                         Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                                                                                     EXTERNAL MAJOR WORKS                                     LONG SECTION - EXISTING
         E
              C     CB      DC      SP        SP      21.09.20 ISSUED FOR APPROVAL                                                                                                                                                                                               HORIZONTAL
         N
         D
         M    D
                                                                                                                                                                               APPROVED
                                                                                                                                                                                                                                                             0     1      2      3       4       5      6     7      8                                                                             INTERSECTION MODIFICATION
         E                                                                                                                                                                     BY:     SHAUN PILCHER RPEQ 14593                                                                                                                                                                                   DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROJECT No.     DRAWING No.   REVISION
              E
         N                                                                                                                                                                                                                                                   SCALE 1:100 (A1)                        SCALE
                                                                                                                                                                                                                                                                                                      SCALE1:2000
                                                                                                                                                                                                                                                                                                            1:200 (A3)                                                                            ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
              F                                                                                                                                                                                                                                                                       VERTICAL
         T
         S
Document Set ID: 21254774
              G                                                                                                                                                                SIGN:                                     DATE: 21.09.20
                                                                                                                                                                                                                                                                                                                                   C   calibregroup.com                                           PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                                                                                  DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                        18-001942       3001-126        C
Version: 1, Version Date: 07/10/2020
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