Development Application - Part 2 of 2 - Plans

STRUCTURE                                                                                                                                      i
                                                              I                    I                              I                    I                                 ~                    I                CI                  CI                                                               CONSTRUCTI ON LOADS ON STORMNATER P I PES
NAME                                                          .......              .......                        .......              ....... i                         .......              .......         .......              .......
                                                                                   C\I                            1’0                  V                                                      V                                    C\I
                                                                                                                                                                                                                                                                                                    I. TYPE H2 PIPE SUPPORT TO BE ADOPTED FOR LAY I NG
                                                                                                                                                                                                                                                                                                    ALL STORt.1NATER PIPES. UNLESS NOTED OTHERWISE
                                                                   -                   -                              -                                                      -                    -              -                    -




                                                                   ;;:                ;;:                            ;;:                                                     a..                 ;;:             ;;:                  a..                                                           2. PIPE SUPPORT TO COMPLY WITH BCC DRAWING NOS.
                                                                                                                                                                                                                                                                                                    UMS 30I AND UMS 302, UNLESS NOTED OTHERW I SE
                                                                   ~                    ~                              ~                                                      ~                    ~                                   ~

STRUCTURE                                                          "
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                                                                                                                                                                                                                                                                                                     3. TRENCH BACKF I LL SHALL CONFORM TO THE
DESCRIPTION                                                        C;.                 C;.                            C;.                                                    C;.                  C;.            C;.                  C;.                                                            FOLLOWING MINIMUM COt.f’ACTED LAYER THICKNESSES:
                                                                   0                   0                              0                                                      0                    0              0                    0
                                                                   0                   0                              0                                                      0                    0              ...,                 0                                                              CLASS 2 SRC STORMNATER P I PES
                                                                                                                                                                                                                                      <D
                                                                   ~                   ~                              ~                                                      ~                    ~              "!                    K
                                                                                                                                                                                                                                                                                                     - 40ot.’M COMPACTED LAYER DEPTH, PIPE TO BE
                                                                   0                   0                             0                                                       0                    0              0                    0
                                                                   0                   0                             0                                                       0                    0              ...,                 0                                                              BACKFILLED TO A MINIMUM OF 40ot.’M DEPTH PRIOR TO
                                                                   C7>                 C7>                           C7>                                                     C7>                  C7>            ....                 C7>
                                                                                                                                                                                                                                                                                                     ANY COt.f’ACTION USING A VIBRATORY TRENCH ROLLER
                                                                                                                                                                                                                                                                                                     12 TONNES MAXIMUMI
                                                                                                                                                                                                                                                                                                     -   400 TO 70ot.’M COMPACTED LAYER   DEPTH, COMPACTI ON
                                                                                                                                                                                                                                                                                                     US I NG A V I BRA TORY RAMMER 175KG MAX I MUM I
                                                                                                                                                                                                                                                                                                     - 70ot.’M AND ABOVE, COt.f’ACT I ON US I NG WHEEL ROLLER
                                                                                                                                                                                                                                                                                                     OR EXCAVATOR     115 TONNE I
                                                                                                                                                                                                                                                                                                     CLASS 3 SRC STORMNATER P I PES
                                                                                                                                                                                                                                                                                                     - 0 TO 300MM COMPACTED LAYER DEPTH, PIPE TO BE
                                                                                                                                                                                                                                                                                                     BACKF I LLED TO A M I N I MUM OF 30ot.’M DEPTH PR I OR TO
                                                                                                                                                                                                                                                                                                     ANY COt.f’ACTI ON US I NG A V I BRA TORY TRENCH ROLLER
                                                                                                                                                                                                                                                                                                     12 TONNES MAXIMUMI
                                                                                                                                                                                                                                                                                                     -   300 TO 50ot.’M COt.f’ACTED LAYER DEPTH, COMPACTION
                                                                                                                                                                                                                                                                                                     USING A VIBRATORY RAMMER       (75KG MAXIMUMI
                                                                                                                                                                                                                                                                                                     -   50ot.’M AND ABOVE, COt.f’ACT I ON US I NG WHEEL ROLLER
                                                                                                                                                                                                                                                                                                     OR EXCAVATOR (15 TONNE I


                                                                                                                                                                                                                                                                                                     4. PAVEMENT COt.f’ACT I ON TECHN I QUES SHALL CONFORM
                                                                                                                                                                                                                                                                                                     TO THE FOLLOW I NG PAVEMENT COMPACTED LAYER
                                                                                                                                                                                                                                                                                                     TH I CKNESSES:
                                                                                                                                                                                                                                                                                                     - 0 TO 4501.’M PAVEMENT COt.f’ACTED LAYER DEPTH,
                                                                                                                                                                                                                                                                                                     SUB GRADE COt.f’ACT I ON US I NG A SMOOTH DRUM
                                                                                                                                                                                                                                                                                                          -




                                                                                                                                                                                                                                                                                                     VIBRATORY ROLLER (10 TONNES MAXIMUMI
                                                                                                                                                                                                                                                                                                     -
                                                                                                                                                                                                                                                                                                       45ot.’M AND ABOVE PAVEMENT COMPACTED LAYER
                                                                                                                                                                                                                                                                                                     DEPTH, COMPACT I ON TECHN I QUES TO BE MOD I F I ED TO
                                                                                                                                                                                                                                                                                                     PREVENT CRACK I NG STORMNATER P I PES
                                                                                                                                                                                    r--.
                                                                                                                                                                                     ._.




                                                                                                                                                                                                                                                                                                     5. CONTRACTOR TO ADOPT CONSTRUCT I ON PRACTI CES TO
                                                                                                                                                                                    1--1-                                                                                                            PREVENT CRACK I NG STORMNATER P I PES
                                                                                                                                                                                    f--I-

                                                                                                                                                                                                                                                                                                     6. STORMNATER PIPES CRACKED AS A RESULT OF
                                                                                                                                                                                                                                                                                                     It.f’ROPER CONSTRUCTION PRACTICES WILL HAVE TO BE
                                                                                                                                                                                                                                                                                                     REPLACED, WI TH ALL COSTS TO BE BORNE BY THE
                                                                                                                                                                                                                                                                                                     CONTRACTOR




PIPE SIZEmm (Closs)                                                                                                                                                                      375121

                                                                                                                                                                                                                                                                                                  CONTRACTOR TO NOTE:
PIPE GRADE %                                                                                             0.40%                                                                           0.40%                                   0.40%
                                                                                                     250.00                                                                              250.00                              250.00                                                               I. WHERE THE NATURAL SAND FILTER LAYE
PIPE SLOPE I in X
FULL PIPE FLOW VEL.                                                                                      0.79                       1.2B                                                   0.77                                  0.60
                                                                                                                                                                                                                                                                                                  (TYP. I .5m THICK) IS EXCAVATED AS
PART FULL FLOW VEL.                                                                                                                                                                                                                                                                               PART OF THE TRENCH, A CLEAN SAND
                                                                                                         -8.0                                                                                                                                                                                     BACKFILL         IS TO BE PLACED                 IN THE
                                                                   C7>                                                C7>                                                    <D                   C7>             <D                   <D
                                                                                                                                                                                                                                                                                                  TRENCH TO MAINTAIN THE                       INTEGRITY OF
WATER LEVEL                                                        <D
                                                                   <D
                                                                                                                      ....
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                                                                                                                                                                                                                  <Xl
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                                                                                                                                                                                                                                       ....


IN STRUCTURE                                                       N                                                  N                                                      N                     N              N                    N                                                          THE NATURAL SAND FILTER LAYER.

                                                                   C7>    N            <Xl    ....                    C7>    ....                                            <D     <Xl           C7>             <D      ’"           <D     ...,
HYDRAULIC                                                          <D     ...,         ....   C7>                     ....   ....                                            ....   ’"             0      ~       <D<Xl                <D     <D
                                                                   <D     <D           <D     ...,                    .... ’"                                                ’" N                  N      -
                                                                                                                                                                                                                  <Xl     ....         ....   <D
                                                                                                                                                                                                                                                                                                  2. ECOSOL RFSIOO SILT BASKETS TO BE
GRADE LEVEL                                                        N      N                                                                                                  N      N              N      N       N       N            N      N

                                                                                                                                                                                                                                                                                                  PLACED       IN ALL FIELD              INLET PITS.
PIPE FLOW
                                                                                 0.029                   0.OB7                                                                             0.OB5                                 0.066
(Cumecs)                                                                                                                                                                                                                                                                                          3. ALL FIELD             INLETS TO BE PROVIDED
                                                                                                                                                                                                                                                                                                  WITH PEDESTRIAN FRIENDLY GRATES WITH
PIPE CAPACITY
                                                                                 0.111                   0.111                                                                             0.111                                 0.111                                                            MAXIMUM 50mm BAR SPACING                            (IN EACH
AT GRADE             (Cumecs)
                                                                                                                                                                                                                                                                                                  DIRECT I ON)        .



                                                                          ....          0 0                           ’" ’"                                                                       ’"                      N
                                                                          N            ’" ....                        .... C7>                                                      ;             :!:                     C7>          C7>    -



                                                                                       N N                                                                                          N                                     ’"           -
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DEPTH TO             INVERT                                               ":
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                                                                          0            <D <D                          ....   ....                                                   ....          ’"                      ...,
INVERT LEVEL                                                              N            ’" ’"
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                                                                                                                      ....   N                                                      ....
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                                                                                                                                                                                                                                       ....
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OF DRAIN
                                                                   ....                 <D                            N                                                      ’"                    <Xl            ....                 N
DESIGN SURFACE                                                     :!:                  0
                                                                                        C7>
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                                                                                                                                                                                                   ....
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                                                                   ,.;                  N                             N                                                       N                    N              ,.;
LEVEL
                                                                    ’"                                                                                                        on                                   ...
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                                                                                                                       ... ’"
                                                                                                                                                                              on    on
                                                                                                                                                                              ... ....             ~               ~~
SETOUT                                                              ~~                  .,’"                           on    ’"
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(Co-ordinates)                                                      .......
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RUNNING CHAINAGE                                                                 16.1~                   47.140       ,.;
                                                                                                                                                                              0
                                                                                                                                                                                           12.1~                  0
                                                                                                                                                                                                                                 13.6~
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LINE                                                                                                 H                                                                                       K
                                                                                                     N                                                                                                                                                                                                                                                sheet 1 of 2sheela
       Consulting Engineers                                                                                                          1 ,100        1   5 Al
       development consultants, planners and surveyors                                                                               1 , 200              A3                                                                                                            NOOSA DOMAIN RETIREMENT VILLAGE
       JF & PCONSIA.TlNG ENGINEERS PlY.LTD. ASH T1()’j1) 414 ooe                                                                                                                                                                                                                                                                               drawing number



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                                                                                                                                                                         datum:             At derived                  origin (SM)
       SUNSHINE COAST                       GlADSTONE
       237.239 Bl1Idman Avenue,             59 Gooncloon Street.
                                                                                                                                                                          .’men!         reyl~n details                                                 date     [nil
                                                                                                                                                                                                                                                                        COUNTRY CLUB VILLAGES PTY. LTD.                                        M1717-D04                   c
       Maroodlydore, Queensland. 4558       Gladstone, Queensland. 4e8O
       telephone (07)~32500

       BRISBANE.JF&P Hou..
       CI’If Ernest and Merlvale SIreets,
       South Brisbin., Queensland. .101
       telephone (07)3     7161
                                            telephone (07)"9722100

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                                                                                                                                                                                      ORIGIIW.ISSI

                                                                                                                                                                                      aw<<lES TO CONl"RACT NCI.USIONS
                                                                                                                                                                                                                                                     l8.2.O8

                                                                                                                                                                                                                                                     01.12.011
                                                                                                                                                                                                                                                                 JM

                                                                                                                                                                                                                                                                 _      DRAINAGE LONGITUDINAL SECTIONS SHEET 1      -
                                                                                                                                                                                                                                                                                                                                               file name


                                                                                                                                                                                                                                                                                                                                               date
                                                                                                                                                                                                                                                                                                                                                   M1717-002.1J07.DWG

                                                                                                                                                                                                                                                                                                                                                             282.06
                                                                                                                                                       .......RPEQ5691        C       camRIJCTB)STAGeS SHOWN                                         18.D4.12    SC!’