Development Application part 2 of 2 - Plans · OPW11/0064

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Page 3

       Refer to Data ValueTable on page 2 for attribute informati
                                                            9N21841

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                                                                                                    Printed on: 05/11/2010                     +..n..a...rn.yn.r
                                1:750   At A3 Paper gin   LOT38SP233300 15 WESLEY CRT NOOSA HEADS

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                                                                   PIPELINES
                                                                  1.    All SEWERS ARE TO BE 1500uPVCCLASS 'SNB'-AS1280-RUBBERRING
  MANHOLE TYPE                                                          JOINT ED UNLESS NOTED OTHFRWISE FOR SEWERS DEEPER THAN 3m, uPVC
                                                                        CLASS 12 SERIES 1 PRESSURE PIPE TO A51477 SHALL BE USED INSIDE
  JUNCTION LINE                                                         EDGE OF CLASS 12 SERIES 1 PIPE S TO BE CHAMFERED TO PROVIDE A
                                                                        SMOOTH TRANSITION OF FLOWS WHEN USED IN CONJUNCTION' WTH OTHER
  DEPTH TO HC                                                           CLASSES OF PIPES AND FITTINGS, WHEN, uPVC CLASS 18 S SPECr:FD IT
                                                                        SHALL EX-END MANHOLE TO MANHOLE
  HOUSE CONNECTOR                                                 2     ALIGNMENT UNLESS NOTED OTHERWISE S'IALL BE
  INVERT LEVEL                                                           • TSm INSIDE FRONT AND REAR BOU DARIES
                                                                         • 2 0 m OFF BOUNDARIES WILN LAID INROAD RESERVE
  HC TYPE                                                                • 1,0r INSIDE SIDE BOUNDARIES
                                                                  3    BEDDING FOR PIPELINES SHAI I BE WASHED 5MM-10MM SCREENINGS OR
  HC LOT No                                                            MARY R;VER SAND WITH A MINIMUM OF 75MM BELOW AND ABOVE PIPES. N
                                                                       COASTAL SAND TERRAIN. EXCAVATED MATFRIN WAY BE USED FOR BEDDING
                                                                        SUBJECT 10 THE APPROVAL CF THELOCAL AUTHORITY. ALL BEDDING OF
  CH FROM QS FAH                                      N                SEWER SHALL BE IN ACCORDANCE WITH WSAA STANDARD DRAWINGS
                                                                       SEW-1200 SERIES.
                                                                  4.   IANIMUM COVER FOR SEWER PiPES SHALL BE ai       FOR PRIVATE
                                                                       PROPERTY. PARK RESERVE AND OPEN SPACE, 0.9m FOR FOOTPATHS (ROAD
                                                                       RESERVE)AND SEALED ROADWAYS, AND t2m FOR ARTERIAL ROADWAYS
                                                                       ANUINSLALLDROADS
                                                                 5.    ALL STCRJVW'ATER CROSS-NGS TO BE CLASS12 PIPES 3001? AND OVER TO BE
                                                                       IN 3' II\CIIS MAX) PIPES ISCBANDOV[Fl 1081 I &I, LENC1 S(MAX)
                                                                 6     MIk:NU;'GRrlt!'01500PIPE 1:145,2250^IPL176.-ND3LUB1IPL'350
                                                                 7.    AILSLWLIi ID IF CONTAINED W'THIN RLCIiiE4-I EAS*UE'JISAS
                                                                       REQUIRED BY THE I OCAI AUTHORITY.
                                                                 6     PROVIDE CONCRETE ANCHOR BLOCKS 10 SEWLRUNFS STEEPER THAN 1:6
                                                                       GRADIENT ANCHOR BLOCKS TO BE SPACED AS DETAILED ON WSAA
                                                                       SI ANUAHD DWGS SEW-1200 SERIES
                                                                 9     PROVIDE THE FOLLOWING MINIMUM HORI7ONTAL SEPARATION FROM SEWER
                                                                       RETICULATION:                                                                                                                                        P
                                                                                                                                                                                                                  C
                                                                                 STORMWATER PIPES - 1 Om                                                                                        o                  r'T      d^

                                                                                  WATER SUPPLY - 1,0M
                                                                                                                                                                                                                                               CANAL
                                                                 10     DETERMINATION OF INVERT LEVEL CF HOUSE CONNECTION BRANCHES:
                                                                        THE FOL I OWING CRITERIA ARF TO BE TAKEN INTO ACCOUNT WHEN SETTING
                                                                        I HE INVFR I ( EVEI OF A HCI3                                                                                                                             DETAIL PLAN
                                                                        a) LX.P 111 I U INSPF CIL I[NI OPENING SHALL BE BETWEEN 06m AND 1 ^5n                                                                                         SCAT I 1,100 )Al)
                                                                        b) INSPI CTION OPFNING SHALL CONTROL THE A[101MENT Al A GRADE OF 1                                                                                                     1200 (A3}
                                                                           IN 60 WITH 300mm COVER AT HEAD Of DRAIN
                                23                        3.1           c) DEPTHS IN EXCESS OF 15m ARE NOT ACCEPTABI F
                                                                        c) ARL IO LXI TEND A MINIMUM OF 1.0 METRES INTO PROPERTY;
                                                                                                                                                                                                 NA I UWI. SUHI ACI
                                                                        e) ARF TO RF 100MM [TIAM[ TER UNLESS NOTED OIIIERW'ISF,

                                                                 It     HOUSE CONNECTION JUMP-UPS ON SI.WLISGRFATFRIHAN30MDEEF
     EXIST ING PIPE TO BE REFIP.CED
   AND aROVIDED WITH 225mm IXAD(CE                                      SHALL OE 'SUGOONI FIBRIG[ ASS REINFORCED DROP JUNCTIONS.
           ENNELOPER PIDE                                        12     SEWER HOUSE CONNECTIONS ON SEWERS IN EXCESS OF 30M DEEP SHALL                                                                       I NVLLOPLH PIPE TO BF PROVIDED
                                                                        ONIYBE PERMIT TEDASACONNECTIONDIRECTLY INTO AMANHOLE AND                                                                            W. I' I SLALANT AT EACH END TO
                                                                        MUST HAVE AN INTERNAL BACKDROP. SEPARATE S ILJBS 1N10 MANHOLE ARE                                                                   PREVENT SEDIMENT BUR DUP IN
                                                                        REQUIRED FOR EACH PROPERTY.                                                                                                         PIPE
                                                                 13     AU HOUSE CONNECTION BRANCIILS AHL 10 BI TYPE A. B. C OR LMT 5111B
                                                                                                                                                                                                            225mm DNA CLASS K12
                                                                        AND CONS TRUCI LO IN ACCORDANCE WI IH MSC STD DWGs MWD1256130 A
                                                                                                                                                                                                            DXCL ENVELOPERPIPE
                                      DATUM RI 10.0                     MANHOLE STUB SHAI1 SERVE ONE PROPERIYONLY. HOUSE CONNECTIONS
                                                                        10 H, MARKED W TH 7m I ON[, x 5pnm2 ORANGF uPVC CONDUIT
 STREET ETC                           PRFV PROPER P                                                                                                                                                         150mm FNA SHE
                                             Sb:E                WORK ON EXISTING SEWERS                                                                                                                    GRAVITY SEWER
 DIAMETER
                                                                 14- ALI WORM, ON EXISTING SEWERS IS TO BE PERFORMED BY COUNCIL OR RS
 URADE                                  1   244-s                    APPROVED CO,NIRAC10R A' 1IIF TDFVF OPFRs EXPENSE

                                                                 MANHCI S
 JUNCTION INVERT LEVEL                                           15 MANHOLES SHALL BE PRECAST UNLESS OI ERWISE NOI ED AND
                                                                    CONSTRUCTED IN ACCORDANCE WITH WSAA STANDARD DRAWNGS
                                                                    SEW-1300 SERES ALL MANHOLES TO BE SEALED WIH65mm TIYq( GREASY
DFPI II 10INVERI                                                    HEMP ON COMPLETION OF THE MAINTENANCE NSPLC; OR UI)S TO BE                               TYPICAL SECTION A.A
                                                                    SI OPFD TO SHIT THE DESIGN F:HASH LEVEL AND BE 75 w.10iMA PROUD OF                                          N?S
                                                                    SURFACE
 iNVER1 LEVEL                                                    16 ACCESS COVERS TO BE 603 CLEAR OPENING'HAVESTOCK' DUCTILE LIGHT
f! EWER                                                             LIFT OR APPROVED EO(XVAI F.NT


DESIGN SURI-ACE
LEVEL


RUNNING CHAINAGE



                                                                                                                                                                                                                                                                                                    100m   SCALE 11000 (Hartz) Al




                                                                                                                                                                                                                                                                                                    10m    SC4E 1:100H.)A1

                                                                                                                                                                                           PROJECT:                                                        DRA'MNG TIRE::




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                                                                                                                                                    TATE PiOFESSIONW ENGINEERS PTY LTD
                                                                                                                                                                                                                                                           SFWFR RETICULATION LONGITUDINAL SECTIONS
                                                                                                                                                    A.B.N. 28 086 262 035
                                                                FOR APPROVAL                                                                        39-45 Fllal Avenue, Moolodelb          PROPOSED SEWER
                                                                       a0IC0YF18J('8)A'                                                                                                                                                                                                                          _j I
                                                                                                                                                    PO Box 1092 Modaclaba, OLD, 4557
                                                                                                                                                    Tel (07) 5457 5300 Fax (07)5677 6100   at 13-15 WESLEY COURT, NOOSA HEADS                              DRAWILrGNo c56841111so1 _ _1 l _                Man

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