RFI 9.3.20 - Attachment B - Revised Engineering plans · OPW19/0082

                                                                                                                                                                                                                                                              E
                                                                                                                                                                                                                                                                                                                             Water




                                                                                                                                                                                                                                          AD
                                                                                                                                                                                                                    "
                                                                                                                                                                                                                  25
                                                                                                                                                                                                                                                                                                                            Storage




                                                                                                                                                                                                                                       GR
                                                                                                                                                                                                               2'
                                                                                                                                                                                                            °3


                                                                                                                                                                                                             m
                                                                                                                                                                                                          32
                                                                                                                                                                                                         43




                                                                                                                                                                                                                                   N
                                                                                                                                                                                                                                                                                                                                                              2.00




                                                                                                                                                                                                                                  MI
                                                                                                                                                                                                       0.
                                                                                                                                                                                                     17




                                                                                                                                                                                                                           1%
                                                                                                                                                                                                                                                                                      E




                                                                                                                                                                                                                        AT
                                                                                                                                                                                                                                                                                  A D
                                                                                                                                                                                                                                                                               GR
                                                                                                                                                                                                                                                                                                                                                                           LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                               PE
                                                                                                                                                                                                                                                                                                 0"                                                                       LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                                              MIN
                                                                                                                                                                                                                                                                                                                                                                                             LTD
                                                                                                                                                                                                                                                                                              '2




                                                                                                                                                                                                             PI
                                                                                                                                                                                                                                                                                       1  5
                                                                                                                                                                                                                                                                                    5°
                                                                                                                                                                                                                                       1%




                                                                                                                                                                                                        VC
                                                                                                                                                                                                                                                                                 23               0   m                                                                                                                                          RPEQ 4928

                                                                                                                                                                                                                                  AT




                                                                                                                                                                                                     UP
                                                                                                                                                                                                                                                                                              6.8                                                                         OFF. 2C/82 PARKER STREET, MAROOCHYDORE                               PH 54 792 118
                                                                                                                                                                                                                                                                                        12
                                                                                                                                                                                                                          I P E                                                                                                                                        THIS DRAWING REMAINS THE PROPERTY OF




                                                                                                                                                                                                  0
                                                                                                                                                                                                                        P




                                                                                                                                                                                                15
                                       m
                                              0                                                                                                                                                                                                                                                                                                                        LINDSAY CONSULTING PTY LTD AND IS FOR
                COMMUNITY CENTRE           .0                                                                                                                                                                       C
                            "
                                                                                                                                                                                                              V                                                                                                                                                          THE SOLE USE OF THE CLIENT. NO PART
                                5
                                                                                                                                                                                                           UP
                             '4                00
                                                                                                                                                                                                                                                                                                                                                                       MAY BE USED IN PART OR WHOLE WITHOUT
                                   0              1
                                                                                                                                                                                                       5
                                        1
                                                                                                                                                                                                   22                                                                                                                                                                     PRIOR EXPRESS WRITTEN CONSENT OF
                                    2 °
                                            13
                                                                                                                                                                                                                                                                                                                                                     3.00                    LINDSAY CONSULTING PTY LTD

                                                                                                                                                                                                                                                                                                                                                                      CLIENT AND PROJECT DESCRIPTION

                                                                                                                                                                                                                                                                                                                                                                           BRIAN WILLIAMS
                                                                                                                                                                                                                                                                                                                                                                           VILLAS DEVELOPMENT
                                                                EXISTING PUMP STATION
                                                                                                   12347
                                                                                                                                                     100 UPVC - 70552
                                                                                                                                                                                                                                                                                                                                                                           396 LAKE COOROIBAH RD
                                                                                                                                                                                                                                                                                                                                                                           NOOSA




                                                                                                                                                                                                                                                                                                      225 UPVC PIPE AT 1% MIN GRADE
                                                                    U.S.I.L - 1.059                                                                                                          AT 1 IN 60 - 1175 FA
                                                                                           100 UPVC AT                                                                                                           LL




                                                                                                                                                            225 UPVC PIPE AT 1% MIN GRADE
                                                                                           1 IN 60 -205                      MANHOLE - 1050MM




                                                                                                                                                             150 UPVC PIPE AT 1% MIN GRADE
                                                  EXISTING RENOVATED                                                         U.S.I.L - 1.314
                                                                                                   FALL                      D.S.I.L - 1.264
                                                            COTTAGES                                                                                                                                                                                             MANHOLE - 1050MM
                                                                                                                                                                                                                                                                 U.S.I.L - 2.539




                                                                                                                                                                                                                                                                                                                                      0° 00' 00"

                                                                                                                                                                                                                                                                                                                                                   173.74 m
                                                                                                                                                                                                                                                                 D.S.I.L - 2.489
                                                                EXISTING EP20 WASTEWATER                                                                                                                                                                                                                                                                              DRAWING TITLE
                                                           HOLDING TANK AND PUMP STATION
                                                                                                                                                                                                                                                                                                                                                                          SEWER LAYOUT




                                                                                                              100 UPVC 738
                                                                                                                                                                                                                                                                                                                                                                      SCALES




                                                                                                                 99 AT 1 IN 6
                                                                                                                    0 - 1231 FAL
                                                                                                                                                                                                                                                                                                                                                                                                             0               10       20   m




                                                                                                                                                                                                                                       100 UPVC - 117,693 AT 1
                                                                                                                                                                                                                                                                                                                                                                                                        Orig. 1:500
                                                                               3.00




                                                                                                                        L
                                                                                           ' 50"

                                                                                                          m
                                                                                                           231.44
                                                                                                    7
                                                                                             169° 2

                                                                                                                                                                                                                                                                                                                                                              4.00
                                                                                                                                                                                                                                                                                                                                                                      SURVEY DATUM




                                                                                                                                                                                                                                             IN 60 - 1961 FALL
                                                                                                                                             I.L. - 3.300
                                                                                                                                                                                                                                                                                                                                                                          .

                                                                                                                                                                                                                                                                                                                                                                      ASSOCIATED CONSULTANTS
                                                                                                                                    50"

                                                                                                                                                 m
                                                                                                                                                 144.00
                                                                                                                                            7'
                                                                                                                                     169° 2




                                                                                                                                                                                                                                                                                                                                                              5.00




                                                                                                           21 CARPARKS
                                                                                                         INC 3 DISABLED
                                                                                                                                                                                                                                                                               I.L. - 4.500




                                                                                                                                                                                                                                                                                                                                      0° 00' 00"

                                                                                                                                                                                                                                                                                                                                                   35.00 m
                                                                                                        150MM KERB AND CHANNEL




                                                                                                                                                                                                                                                                                                                                                                      REVISION LIST
                                                                                                                                                                                                                                                                                      86° 16' 00"                                                                     A                                 ORIGINAL ISSUE                              21/12/17
                                                                                                                                                                                                                    86° 16' 00"                                                                                                                                       B                                 REVISED                                     16/03/18
                                                                                                                                                                                                                                                                                       30.00 m                                                                        C                                 REVISED                                     30/09/19
                                                                                                                                                                                                                        43.00 m                                                                                                                                       D                                 REVISED                                     26/02/20



                                                                                                                                                                                                                                                                        EXISTING 50,000L TANK
                                                                                                        4.00



                                                                                                                                                                                                                                                                    EXISTING SHED




SEWER LAYOUT PLAN
                                                                                                                                                                                                                                                                                                                                                                     Computer File
                                                                                                                                                                                                                                                                                                                                                                                                                      171687-CP.DWG
                                                                                                                                                                                                                                                 0° 00' 00"

                                                                                                                                                                                                                                                                     70.14 m




                                                                                                                                                                                                                                                                                                                                                                     DRAWING NUMBER                                                              SHEET   REV.

                                                                                                                         5.00                                                                                                                                        6.00
                                                                                                                                                                                                                                                                                                                                                                                                                       17-1687-C9                  9 D