Engineering Drawings

  GENERAL NOTES:
  1. NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED AND
     SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO
     LIAISE WITH THE RELEVANT SERVICE AUTHORITY PRIOR TO
     COMMENCEMENT OF CONSTRUCTION TO DETERMINE THE LOCATION
     AND LEVEL OF ALL EXISTING SERVICE UTILITIES. THE CONTRACTOR
     SHALL BEAR THE COST OF ANY DAMAGE TO EXISTING SERVICES.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LEGEND:
  2. THE CONTRACTOR SHALL OBTAIN ALL AS-CONSTRUCTED SURVEY                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FINISHED SURFACE CONTOURS
     FOR ROADWORKS, DRAINAGE WORKS, SERVICE CONDUITS ETC.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EXISTING SURFACE CONTOURS
     PRIOR TO BACKFILLING. ALL SURVEY TO BE CARRIED OUT BY A
     LICENCED SURVEYOR TO THE REQUIREMENTS OF THE SHIRE
     ENGINEER.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PROPOSED CONCRETE DRIVEWAY.

  3. SURFACE LEVELS SHOWN ARE INTERPOLATED FROM A SPOT LEVEL
     SURVEY, THEREFORE DESIGN LEVELS BASED ON THIS INFORMATION                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PROPOSED CONCRETE FOOTPATH.
     MAY BE VARIED BY THE SUPERINTENDENT ON SITE.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED BIO BASIN
   ROADWORKS NOTES:                                                                                                                                                                                                                                                                                                                                               \                \           \                 \       \         \         \       \   \   \     \    \    \         \    \   \   \    \   \    \   \   \    \   \    \   \    \   \   \   \     \       \   \   \   \   \   \   \   \    \          \   \      \              \   \   \   \     \    \    \    \      \   \   \    \        \   \   \   \     \       \   \    \    \   \   \   \        \    \       \    \     \        \    \    \   \     \   \    \       \              \         \     \                   \          \                \           \            \          \         \           \         \                              \                                                                                       \
                                                                                                                                                                                                                                                                                                                                                                                                                        BIN STORE ABOVE




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PATH ABOVE




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                                                                                                                                                                                                                                                                                                                                                                                                                     REFER LANDSCAPE DWGS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED DRAINAGE NETWORK




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     REFER LANDSCAPE ARCHITECTS DWGS
  1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH IPWEAQ &




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     NOOSA SHIRE COUNCIL STANDARDS.




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          W100               PROPOSED 100Ø WATER MAIN




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                                                                                                                                                                                                                                                                                                             REFER LANDSCAPE ARCHITECTS DWGS




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           W                 EXISTING WATER MAIN




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  2. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               REFER LANDSCAPE ARCHITECTS DWGS

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     LANDSCAPE ARCHITECT'S DESIGN DRAWINGS.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING SEWER MAIN




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                                                                                                                                                                                                                                                                                                                        PATH ABOVE
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                                                                                                                                                                                                                                                                                                                                                                                                   STORE                                                         STORE                                  STORE                          STORE                           STORE                           STORE                                             STORE                                STORE                                  STORE                             STORE                                          STORE                                               STORE




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                                                                                                                                                                                                                                                                                                                                                                                                   Unit 12                                                       Unit 11                                Unit 10                         Unit 9                          Unit 8                          Unit 7                                            Unit 6                               Unit 5                                 Unit 4                            Unit 3                                         Unit 2                                              Unit 1




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                                                                                                                                                                                                                                                                                                                                                                                                   13.3m3                                                        13.3m3                                 13.3m3                         13.3m3                          13.3m3                          13.3m3                                            13.3m3                               13.3m3                                 13.3m3                            13.11m3                                        13.3m3                                              13.3m3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           E                 EXISTING ELECTRICITY




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  3. SEDIMENTATION CONTROL DEVICES TO BE PROVIDED IN ACCORDANCE




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               spoon drain                                                                                                                             spoon drain




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     WITH THE ENVIRONMENTAL MANAGEMENT PLAN, AS SPECIFIED IN




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      BLIND ISLE                                                                                                                                                                                                                 BLIND ISLE




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     DWGS ES01 & ES02 & AS DIRECTED ON SITE BY SUPERINTENDENT.                                                                                                                                                                                                                                                                                                                                                                                                                     P25                                                                           P16                                                                                                                                       P7                                                                                           P1




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                            UNIT 11                                                                              UNIT 6                                                                                                                              UNIT 1                                                                                         UNIT 1




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  4. ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE A MINIMUM DRY                                                                                                                                                                                                                                                                                                                                                                                                                       P26                                                                           P17                                                                                                                                       P8                                                                                        P2




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                                                                                                                                                                                                                                                                                                                                                                  spoon drain
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            UNIT 12                                                                              UNIT 7                                                                                                                              UNIT 2                                                                                         UNIT 2




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     DENSITY RATIO (M.D.D.R.) OF 100% STD.




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                                                                                                                                                                                                                                                                                                                                                                      WATER SUB-METER                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WATER SUB-METER
                                                                                                                                                                                                                                                                                                                                                                         ASSEMBLY                                                                                                  P27                                                                           P18                                                                                                                                       P9                                                                                                                                                            ASSEMBLY                                                                       D.P




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Visitor                                                                             UNIT 8                                                                                                                              UNIT 3

  5. ALL CONDUITS TO BE IDENTIFIED BY BRASS PLAQUES ON KERB AND




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           MBP 1




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                                                                                                                                                                                                                                                                                                                                                 8                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  8




     CHANNEL AS PER IPWEAQ STANDARD DRAWING R-0160 U.N.O.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Total rise: 1.450
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Riser: 0.181
                                                                                                                                                                                                                                                                                                                                                                                                                          9                                                                                                                                                                                                                                                                                                                                                                                                                                           9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Tread width: 0.250




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                                                                                                                                                                                                                                                                                                                                                                                            Tread width: 0.250
                                                                                                                                                                                                                                                                                                                                                                                            Riser: 0.180
                                                                                                                                                                                                                                                                                                                                                                                            Total rise: 1.440
                                                                                                                                                                                                                                                                                                                                                 7                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           MBP 2
                                                                                                                                                                                                                                                                                                                                                                                                                         10                                                                                                                                                                                                                                                                                                                                                                                                                                           10
                                                                                                                                                                                                                                                                                                                                                 6                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  6




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                                                                                                                                                                                                                                                                                                                                                                                                                         11                                                                                                                                                                                                                                                                                                                                                                                                                                           11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 P19                                                                                                                                      P10
                                                                                                                                                                                                                                                                                                      8
                                                                                                                                                                                                                                                                                                                                                 5                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  5




                                                                                                                                                                                                                                                                                                                                                             Tread width: 0.250
                                                                                                                                                                                                                                                                                                                                                                                                                         12                                                                                                                                                                                                                                                                                                                                                                                                                                           12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Tread width: 0.250




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                                                                                                                                                                                                                                                                                                                                                             Total rise: 1.450
                                                                                                                                                                                                                                                                                                                                                 4                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Total rise: