Amended Plans From Applicant · OPW11/0335

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                                                                                                                                                                                                                                                                                                              SECTIONAL ELEVATION




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                                                                                                             BIO-RETENTlON BASIN                                                                 DISCHARCE OVER STONE                                                                                                                                                               i~
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                                                                                                                                                                                                 GRADING INTO 810RETENTION
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 DATUM RL 0.000                                                                                                        CAruM RL 0.000                                                                          DATUM RL 0.000


                                                                                                                                                                                                                                                                                        DIMENSIONS

                                                                                                                                                                                                                                                                                            DIA.       ^            B      C           0            E         F          G               H

                                                                                                                                                                                                                                                                                            ISO       ISO         300    900         1000           50       ISO        200             375

                                                                                                                                                                                                                                                                                            225       150         300    900         1000           50       ISO        200             450
 UNE                                  I                 I                        I                   I                UNE                               2                    2                                 UNE                                3

                                                                                                                                                                                                                                                                                            300      225          400     1000       1750           50       2SO        360             525
 DIAMETER                         "JOO                .300                     "JOO             JOO                   DIAMETER                        ’225                .375                                 DIAMETER                       _225
                                                                                                                                                                                                                                                                                            375       225         400     1000       1750           50       250        360             600

 CRADE                            1:5.3               1:101.2                  1:33.68        1:32."                  CRADE                        1:85.82                1:186.39                             CRADE                        1:28.20
                                                                                                                                                                                                                                                                                            4SO      225          400     1000       17SO           50       2SO        360             675

 DISTANCE                         11.736              21.571                   37.050          4.052                  DISTANCE                        ..291                 55.917                             DISTANCE                      1.410                                          525       225         400     lCOO       1750           50       250        360             750
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                                                                                                                                                                                                                                                                                            600       300         470     1500       2450           75       lSO        540             825

 DEPTH TO INVERT (PIPE)                                                                                               OEPIH TO INVERT (PIPE)                                                    ci             DEPTH TO INVERT (PIPE)                                                       675       JOO         470     ISOO       24SO           75       JSO        540             900

                            ~                 ~g                    ~~                    ~~             ~                                        ~         ~~                              ~                                                    ~         8                                7SO       JOO         525     ISOO       24SO           75       J50        540             975

 INVERT LEVEl (PIPE)        .-                +..j.                 ......                ,.; ,..j       ,.;          INVERT lEVEL (PIPE)         ,.;       ,.;,.;                                             INVERT LEVEL (PIPE)               ~         :;!
                                                                                                                                                                                                                                                                                            825       JOO         525     2000       J1SO           100      4SO        675             1050
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                                                                                                                                                                                                                                                 ~ ~                                        900       JOO         650     2000       31 SO          100      4SO        675             1125
                            .;                  ..                     ..                      ~         ,.;                                      ~                                         ,.;
 SURFACE UEVEl (PROPOSED)                                                                                             SURFACE UEVEl (PROPOSED)                                                                 SURFACE UEVEl (PROPOSED)
                                                                                                                                                                                                                                                                                            1050      300         650     2COO       3600           100      525        800             1275
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                                                                1                                                                                                                                                                                                                       SCHEDULE
STORMWATER LONGITUDINAL SECTION                        LINE                                                          STORMWATER                LONGITUDINAL SECTION    LINE 2                             STORMWATER LONGITUDINAL SECTION
HORIZONTAL.; 1 :4-00                                                                                                 HORlZONTAl: 1:400                                                                                                                                                  .
                                                                                                                                                                                                                                                                                            THICKNESS OF CONCRETE TO A..OOR SLAB
                                                                                                                                                                                                          LINE 3
VERTlCAL: 1 :.0                                                                                                      VERTlCAI..: 1:40                                                                                                                                                       AND SIDE WALlS VARIES AS BELOW.
                                                                                                                                                                                                          HORIZONTAl: 1 :400
                                                                                                                                                                                                          VERTlCAL: 1 :40
                                                                                                                                                                                                                                                                                            PIPE OIA.. 1 SO   -   675    flOOR SLAB 150 THICK.             SIDE WALLS    1 50 THICK
                                                                                                                                                                                                                                                                                            PIPE OIA. 750     -
                                                                                                                                                                                                                                                                                                                  1050




                                                                                                                                                                                                                                                                                         CULVERT OUTLET
                                                                                                                                                                                                                                                                                            FOR USE IN STEEP AND / OR SCOUR
                                                                                                                                                                                                                                                                                            PRONE TERRAIN AND WHERE OUTlET
                                                                                                                                                                                                                                                                                            VELOCITY EXCEEDS 1.50 m/s




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                                                                                                                                                                                                                                                                                                        C     27.09.12    SlORNWATER LONGSECT1ON .lUENllElI                   .IS                         ~
                                                                                                                                                                                                                                                                                                        F     14.06.             LONGSEC11ONS R                               .IS

                                                                                                                                                                                                                                                                                                        E     23.02.1            SW TREATlIDIT .lUEMlEIl                      .IS
                                                                                                                                                                                                                                                                                                              16.11.11           AOORESSINC COLNCIl RF1                       JS
                                                                                                                                                                                                                                                                                                        C     02.09.10            ISSLE FOR IPPROYII.                         .IS

                                                                                                                                                                                                                                                                                                        8     IJ.D8.IO            ISSIE RlR IPPROYII.                         JS

                                                                                                                                                                                                                                                                                                        A     18.06.10                  APPROYII.                             .IS


                                                                                                                                                                                                                APPROVED                                                           f"l((L                     I
                                                                                                                                                                                                                                                                                                                           SPICE CONSULTING
                                                                                                                                                                                                                                                                                                                           CONSTRUCTION HYDRAULICS                                      III TANT~


                                                                                                                                                                                                                D REYN                        L                               Q 9072                  IlJ~~SA              PO BOX       1406 BUDERIM 0 4556
                                                                                                                                                                                                                                                                                                                           Telephone 07 5445 3888
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                                                                                                                                                                                                                RPEQ CERTIFICATION APPLIES FOR THE FOLLOWING
                                                                                                                                                                                                                                                                                                                           Facsimile 07 5445 3824
                                                                                                                                                                                                                                                                                                                  1124616 Emoil              "0’ ,_
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                                                                                                                                                                                                                COMPONENTS:                                                                                                      c.ur      """ CONSTRUCTIONS P/L                                     r-

                                                                                                                                                                                                                       WATERMAIN CONNECTION DAVID LOW WAY/GREBE
                                                                                                                                                                                                                       STREET
                                                                                                                                                                                                                                                                                                       D~~~~~WATER LONGITUDINAL                              II..E\IEI :AHD
                                                                                                                                                                                                                       SEWER LINE SMH3/1                         -   SMH1/1                                                                                  SCALE:
                                                                                                                                                                                                                                                                                                            SECTION & DETAILS                                                                        r-
                                                                                                                                                                                                                       STORMWATER LINES                                                                                                                       Al-      1:

                                                                                                                                                                                                                          FI/1   -   SP1                                                                                                                      A3-      1:
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                                                                                                                                                                                                                                                                                                       PROUECT
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                                                                                                                                                                                                                                         SW M/H       OUTLET                                                ESSENCE MIXED USE                                                                 lIS:   r-

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                                                                                                                                                                                                                                                                                                            DEVELOPMENT at DAVID LOW WAY
                                                                                                                                                                                                                          C,P2 -SP2
                                                                                                                                                                                                                                                                                                            PEREGIAN BEACH
                                                                                                                                                                                                                          C,P1 EX SW M/H
                                                                                                                                                                                                                                     -                                                                                                                              SHEET
                                                                                                                                                                                                                                                                                                                                                                               3         OF     4