3001-Set-ifa

                                                                                                                                                                                                                       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
     G                                                                                                                                                                SIGN:                                     DATE: 21.09.20
                                                                                                                                                                                                                                                                                                                          C   calibregroup.com                                           PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                                                                         DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                               18-001942       3001-126        C