Response to information request REC13/0095

      LEGEND:                                                                                                                                    WATER RETICULATION REFERENCE DRAWINGS
                                                                                                                                                 MWD 310     THRUST BLOCK DETAILS                                                                                       Callaghan & Toth
                                           fiRE HYDRANT AND MARKERS
                                                                                                                             ’0.,>               MWD 320    HYDRANT & VALVE INSTALLATION
        .                                                                                                                                                                                                                                                                         Civil, Environmental &
                                           TO STD DRC MWD 320 &I 365




                                                                                                                                                                                                                                                         ~~~
                                                                                                                                                 MWD 355    STANDARD DOMESTIC WATER CONNECTION (NO SKEW CONDUITS   PERMITIEO)                                                     Hydraulic Engineers
            E                                  APPROXIt.4ATE FUTURE ELECTRiCAl                                                                   MWD 365    HYDRANT & VALVE MARKER INSTALLATION                                                                                                    PO BOX 2305
                                               PILI.J\R LOCATION
                                                                                                                                                 WAT 1201   EMBEDMENT & TRENCH FILL TYPICAL ARRANAGEMENT                                                                                     NooSA HEADS 4567
                                                                                                                                                                                                                                                                    I                 8/41 Sunshine Beach Rood
                                                                                                                                                 WAT 1202   STANDARD EMBEDMENT ALL PIPES                                                                                "
                 150\1       -                 NEW PV-O PNI6 SN10 150 OIA                                                                                                                                                                                    -==-   ~             Phone 54749081, Fox 54749041
                                               WATER MAIN                                                                                                                                                                                                                            www.calloghanandlolh.com.au
                                               WATER SERVICE LOCATION TO                                                                                                                                                                                                           datum AIlD DERMD
           ’W
                                               STO ORG MWD 355
                                                                                                                                                                                                                                                                                                   PSM 178243
                                               NEW 100 DIA WATER CONDUIT                                                                                                                                                                                                           Origin (8.M.) Rl 108.138
                                               TO STD DRC 355

                                               NEW ELECTRICAl CONDUIT
                                                                                                                                                                                                               UNITYWATER TO DISCONNECT
                                                                                                                                                                                                                                                     o    roved
                                               TO STD DRC SEa R-l00                                                                                                                                        EXISTING WATERMAIN &I JOIN TO
                                                                                                                                                                                                                                                     SURVEYED BY
                                                                                                                                                                                                            150 END WITH LONG GIBAULT
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        E                    E   -----
                                               PROPOSED UNDERGROUND                                                                                                                                                                                  WAX WAlTERSION a: ASSOCIATES
                                               POWER LOCATION                                                                                                                                                                                        PHONE 54 426 121
                                                                                                                                                                          LOT 1
                  UELE                         EXISTING UNDERGROUND
                                               POWER LOCATION
                                                                                                                                                                          RP173883                                                              II   project


                                               FILL FOOTPATH EDGE TO BOUNDAAY
                                                                                                                                                                                                                                                N    PROPOSED 3 LOT
                                                                                                                                                                                                                                                     SUBOMSION AT 55 LAKE
                                               &         TTER DOWN AT 1:3 TURF
                                               ROAD RESERVE DISTURBED AREAS                                                                                                                                                                     II   MacDONAlD ORNE COOROY


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                                                          \                                                                                                                                                                                          title
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                                                                                                                                                                                                                                                     WATER RETlCULAllON LAYOUT
                                                              \                                                                                                                                                                                      PlAN
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      ,                                            17/         J                                                                                                                                                                                     LOT 136 on MCH978

WATER              NOTES                                                                                                                                                                                                                             Parish of TEWANTlN
1.    PIPE MATERIAlS                                                                                                                                                                                                                                 County of MARCH
       0) l00mm          -
                             150mm   (inclusive)-
                                                                                                                                                                                                                                                     SUNSHINE COAST COUNCIL
                To be constructed in:
                                                                                                                                        LOT 12                                                                                             0"
                i) PVC-O PN16 SN10     AS/NZS~Hl (lnt) 1996,
                                           -


                                                                                                                                                                                                                                                     locality of LAKE MacDONAlD
                  Series 2 PN 16 rubber ring joint;
       b) 200mm &I ABOVE
           i) DICL (AS22BO) closs PNJ5 rubber ring joint pipe polyethylene (AS3680) wrapped;
2.     Ductile iron pipes and cost/ductile iron fitings sholl be wrapped toped and sealed completely in
                                                                                                                                                                                                                                                         SCAlE
       accordance with Tubemakers of Australia Duct~e Iron                Pipeline Design Manual Third edition   -
                                                                                                                     1995.
3.     Minimum         for moins sholl be in occordonce with the following table,
                     cover
                                                                                                                                                                                                                                                     o    2.5       5       7.5    10 12.5           Weten       25
       unless otherwise approved by the Water &I Sewerage Copital Works Manager.

       Main Nom. Dio         (mm)               Cover                      Cover            Cover                                                                                                                                                         scole              SCIlE SHOWN IS ORIGIWL DRAWING SC\l.E
                                               Access ways/Footpoths       Sudivisianal    Major Roods                                                                                                                                                                       00 NOT SC\l.E fROI4 TliIS DRAWING
                                                                                                                                                                                                                                                     1:5OO{A3)               USE ONLY OI~ENSIONS PRO’IIOID
                                               & Nature Strips              Roods

                1 00-200                           600                       1000            1200
                250-375                            750                       1000            1200
                                                                                                                                                                                                                                                         REVISIONS
                above 375                          1000                      1200            1200
                                                                                                                                        LOT 13
4.     Reticulation moins ore to Ioid at 1.5m off property alignment unless otherwise                                                                                                                                                                        revision details                                 dote
       directed by the Water & Sewerage Copital Works Manager.                                                                                                                                                                                       A       REMOVE Ql00 LINE                                 08/13
BEDDING                                                                                                                                           1:1,.,
5.     In   coostal   sand terrain    no   special bedding is required. In 011 other soil lypes, sand                                                       LOT 5
       bedding      and surround sholl be washed 5mm screenings or River Sand. For 100-200mm                 pipe,
       o    minimun of loomm         bedding and          loomm of sand over lhe lop of the pipe is required.

THRUST BLOCKS
6.    Suitably designed concrele thrust blocks 10 MWD 320 sholl be placed                  on   011 tees,
      bends ond dead end cops.                                                                                                                                                                                                                           fiLES
HYDRANTS AND VAlVES
7.    Fire hydranl spacing sholl be BOrn max. and located opposite properly boundaries

       and  adjocenl 10 011 dead ends.
8.     Hydront valves to be in accordance wilh ASJ952-1991 for DN80 spring hydrants and sholl be
       fusion bonded epoxy (FBE) or thermoplastic polyamide (Rilsan Nylon 11) coated.
      All fasleners ore to be 316 stainless steel.
       Hydrant valves to be in accordance with Unity Water standard.                                                                                                                                                                                                FOR APPROVAL
WATER SERVICE CONNECTIONS
1,.   Water connections to be in occordonce with Unity Water slandard drawings SCW350, 355 &I 360.
12.   Bross plaques (marked "W") ore 10 be ploced in lhe kerb where conduits cross the kerb.                                                                                                                                                                            Sheet     lOaf    14    sheets
13.   Water services’ connections to be located on allemate building lines to SEOEB meter boxes.
                                                                                                                                                                                                                                                                        drawing number

WORK ON EXISTING MAINS
                                                                                                                                                                                                                                                                        1225-26
14.   All cut-ins and other works on existing mains to be performed by Unity Water and
      actual cost including plant, Iobour and materials to be met by the developer.
                                                                                                                                                                                                                                                                         dole      15th JUNE 2013