Development Application Part 3 of 3 - Plans · OPW11/0320

                                                                                                                                                                                                                                 Protect your
                                                                                                                                                                                                                                 PERSONAL
                                                                                                                                                                                                                                 INTERESTS.
                                                                                    Manual of Uniform Traffic Control Devices                    Velstra                                                                           HEA
                                                                                                                                                                                           It is the responsibility of the       EYES
                                                                                                                   60                                       AUSTRALIA                                                            EARS
                                                                                                                   M                                                                       Foreman to contact the                                    IF        o"
                                                                                                                                  NOTE: TELSTRA LOCATIONS ARE APPROXIMATE ONLY FROM
                                                                                    O ; ALL SIGNS Ac LINE MARKING TO BE                 TELSTRA PLANS. LOCATIONS ARE TO BE CONFIRMED
                                                                                                                                                                                           relevant service authorities to
                                                                                          IN ACCORDANCE WITH THE MANUAL OF
                                                                                                                                        PRIOR TO START OF CONSTRUCTION. PHONE DBYD         ascertain the exact location of
                                                                                                                                        SERVICE LOCATIONS ON 1100 FOR DETAILS.
                                                                                          UNIFORM TRAFFIC CONTROL DEVICES.
                                                                                                                                                                                           services prior to construction.




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                                                                                                               Break into and repair
                                                                                                               existing manhole as
 SEWERAGE NOT:S
 1. WHERE DUC LE IRON PIPE IS SPECIFIED IT SHALL BE CLASS                                                      directed on-site
    PN35 HEAVYICEMENT LINED.
                                                                   1700 to be
 2.   WHERE SEWIiRS ARE LAID IN FILL, SUCH FILL SHALL BE        confirmed on-site
      COMPACTED   5% STANDARD A.A.S.H.O. IN MAXIMUM LAYERS OF
      150MM. PROF OF COMPACTION IS TO BE SUBMITTED TO THE
      SUPERINTEN ANT.

 3.   HOUSE CONNECTION BRANCHES TO BE INSTALLED IN                                                                                                                                                                                                              co
      ACCORDANCEI WITH COUNCIL STANDARD DRAWINGS.                                                                                                                                                                                                         01
                                                                                                                                                                                                                                                          1

 4.   WORK ON EXISTING SEWERS TO BE CARRIED OUT BY COUNCIL
      AT DEVELOPERS COST.                                                                                                                                                                                                                                       1
                                                                                                                                                                                                                                                                Ln
 5.   ALL DROPS (SHALL BE INTERNAL AS PER COUNCIL STANDARD                                                                                                                             HCB TYPE A
      DRAWINGS.                                                                                                                                                                         FF. 4.04 m LEFT
 6.   SEWERS TOIBE LAID IN ACCORDANCE WITH COUNCIL GUIDELINES.                                                                                                                            106.35
                 E 1 UNLESS OTHERWISE INSTRUCTED.                                                                                                                                          5.15
                  COVER SHALL BE 900 MM IN LOTS AND NATURE
                  1200 MM IN ROADWAYS.

                  STRUCTED AT GRADES GREATER THAN 1 IN 6 SHALL
                   WITH CONCRETE STOPS IN ACCORDANCE WITH
                  UIDELINES.

 9.   PREFERRED SEWER ALIGNMENT IS 1.5M FROM FRONT AND REAR
      BOUNDARIES. AND 1M FROM SIDE BOUNDARY.

                               ^ 600MM CLEAR OPENING DUCTILE.-
      IRON COVERS AND CAST IRON FRAMES AND BE 100 MM ABOVE
      FINISHED SURFACE LEVEL AS PER COUNCIL STAND3RD_VRAVJfi'JGS.-
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 11. HOUSE CONNECTIONS IN ADJOINING PROPERTIES TO THE SEWER                                                                                                                                                              w              w
     LINE SHALL EXTEND 1.OM INTO THE PROPERTY BEING SERVED.                                                                                                                                                    T             T              T
 12. ALL HOUSE CONNECTIONS JOINING TO SEWERS DEEPER THAN 3.0
     M ARE TO USE SUGDEN FITTINGS,

                                                                       TOPAZ STREET                                                                                                                                                                  V          U-
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