Development Application - Part 3 of 3 - Plans · OPW11/0177

                                                                                                                                                                                                                                                                                                                  GENERAL NOTES:
                                                                                                                                                                                                                                                                                                             1.   NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED AND
                                                                                                                                                                                                                                                                                                                  SHOWN ON THE DRAWINGS THE CONTRACTOR IS RESPONSIBLE TO
                                                                                                                                                                                                          cove
                                                                                                                                                                                                                                                                                                                  LIAISE WITH THE RELEVANT SERVICE AUTHORITY PRIOR TO
                                                                                                                                                     HABITAT PROTECTION FENCE TO BE ERECTED PRIOR TO    ID'°'°"
                                                                                                                                                                                                                                                                                                                  COMMENCEMENT OF CONSTRUCTION TO DETERMINE THE LOCATION
                                                                                                                                                     COMMENCEMENT OF CLEARING WORKS PROVIDE SIGNAGE AT
                                                                                                                                                                                                                                                                                                                  AND LEVEL OF ALL EXISTING SERVICE UTILITIES THE CONTRACTOR
                                                                                                                                                     50m SPACINGS" ECOLOGICAL RESTORATION AREA - NO ACCESS
                                                                                                                                                                                                                                                                                                                  SHALL BEAR THE COST OF ANY DAMAGE TO EXISTING SERVICES

                                                                                                                                                                                                                                                                                                             2    THE CONTRACTOR SHALL OBTAIN ALL AS-CONSTRUCTED SURVEY FOR
                                                                                                                                                                                                                           ALL WORKS TO BE CARRIED OUT IN STRICT                                                  ROADWORKS, DRAINAGE WORKS, SERVICE CONDUITS ETC. PRIOR TO
                                                                                                                                                                                     STAGE 1                               ACCORDANCE WITH APPROVED SETTLERS                                                      BACKFILLING ALL SURVEY TO BE CARRIED OUT BY A LICENCED
                                                                                                                                                                                                                           COVE NOOSA RESIDENTIAL HIGH DENSITY                                                    SURVEYOR TO THE REQUIREMENTS OF THE SHIRE ENGINEER.
                                                                                                                                                                                                                           ENVIRONMENTAL MANAGEMENT PLAN (EMPI)
                                                                                                                                                                                                                                                                                                             3.   SURFACE LEVELS SHOWN ARE INTERPOLATED FROM A SPOT LEVEL
                                                                                                                                                                                                                           DATED 21 JULY 2005 BY WBM OCEANICS.
                                                                                                                                                                                                                                                                                                                  SURVEY, THEREFORE DESIGN LEVELS BASED ON THIS INFORMATION
                                                                                                                                                                                                                                                                                                                  MAY BE VARIED BY THE SUPERINTENDENT ON SITE.


                                                                                                                                                                           RIP 1a                                                                                                                                 STORMWATER NOTES:
                                                                                                                                                                                                                       SWALE 1 - REFER DWG
                                                                                                                                                                                                          RIP lb       D03 FOR DETAILS.                                                                      1.   ALL PIPES ARE HOPE U N.O.
                                                                                                                                                                                                                                         R Ic
                                                                                                                                   SWALE3-REFER DWG n                                                                                                                                                        2.   ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH TATE
                                                                                                                                   D03 FOR DETAILS. N                                                                                                                                                             PROFESSIONAL ENGINEERS STANDARD SPECIFICATION.

                                                                                                                                                                                                                                                                                                             3.   ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS
                                                                                                                                                            I                                                                                                                                                     AVAILABLE FOR THE CONTRACTOR VIA COMPUTER MODEL
                                                                                                                                                            n
                                                                                            40,000L MIMIMUM RAINWATER                                                                                                                                                                                             PROVIDED BY TATE PROFESSIONAL ENGINEERS. HOWEVER,
                                                                                                                                                           U
                                                                                            HARVESTING TANK PLUMBED TO                                                                                                                                                                                            TATE PROFESSIONAL ENGINEERS ACCEPTS NO
                                                                                            IRRIGATION SYSTEM. DISCHARGE                      RWHT                                                                                                                                                                RESPONSIBILITY FOR INCORRECT SETOUT FROM THE DATA
                                                                                            OVERFLOW TO R.I.P.                                                                                                                                                                                                    PROVIDED. CONTRACTOR SHOULD CONFIRM THE CORRECT
                                                                                                                                                                                                                                                                                                                  COORDINATES WITH THE MANHOLE SETOUT DATA PROVIDED
                                                                                                                                                                                                                                                                                                                  ON THESE DRAWINGS
                                                                                  GROUND FLOOR
                                                                                     (FFL 21.5)                                                                                                      GROUND FLOOR
                                                                                                                                                                                                       (FFL 21.5)
                                                                                                                                                                                                                                 ROOFWATER DRAINAGE TO
                                                                                     ROOFWATER DRAINAGE TO                                                                                                                       HYDRAULICS CONSULTANTS
                                                                                     HYDRAULICS CONSULTANTS
                                                                                                                                                                                                                                                                                                                  NOTE:
                                                                                                                                                                                                                                 DETAILS.
                                                                                                                                                                                                                                                                                                                  ALL BASEMENT & CARPARK STORMWATER TO BE
                                                                                     DETAILS.                                                                                                                                                                                                                     COLLECTED IN A SUMP & PUMPED TO DISCHARGE
                                                                                                                                                                                                                                 40,000L MINIMUM RAINWATER
                                                                                                                                                                                                                                 HARVESTING TANK PLUMBED TO                                                       OVER A'FOX BPT600' GROSS POLLUTANT TRAP PRIOR
                                                                                                                                                                                                                                                                                                                  TO CONNECTION TO R.1 P.'S. BASEMENT & CARPARK
                                                                                                                                                                                                                                                    .
                                                                                                                                                                                                                                                                                                                  DRAINAGE DETAILS TO HYDRAULIC CONSULTANTS
                                                                                                                                                                                (^      ,W'I     __-_'                           OVERFLOW TO R.I.P.                                                               SPECIFICATIONS

                                                                                                                                                                                                                                       RWHT
                                                                                                                                                                                                                                                                                                                  NOTE:
                                                                                                                                                                                                                                                                                                                  REFER TO HYDRAULIC CONSULTANTS DETAILS FOR
                                                                                                                                                                                                                                                                                                                  ALL DOWNPIPE & STORMWATER CONNECTIONS
                                                                                          FOX ENVIRO BPT600
                                                                                                                                                                                                                                                                                                                  (PLUMBING & DRAINAGE APPROVAL
                                                                                          OIIJGREASE ARRESTOR SL
                                                                                          20 95 IL 20.35. REFER DWG
                                                                                          D02 FOR DETAILS.
                                                                         -

                                                                                                                                                                                                                                                                                                   LEGEND
                                      SWALE 4 - REFER DWG                                                                                                                                                                                                                                             -D                   INDICATES EXISTING STORMWATER
                                      D03 FOR DETAILS
                                                                                                                                                                                                                                                                                                      -T                   INDICATES EXISTING TELSTRA RETICULATION
                                                                                                                                                                                                                                                                                                      EIOH                 INDICATES EXISTING OVERHEAD POWER
                                                                                                                                                                                                                                                                                                                           INDICATES EXISTING SEWER RETICULATION
                                                                                                                                                                                                                                                                                                                           INDICATES EXISTING KERB & CHANNEL
                                                                                                                                                                                                                                                                                                                           INDICATES SITE BOUNDARY
                                                                                                                                                                                                                                                                                                                           INDICATES STORMWATER DRAINAGE
                                                                                                                                                                                                                                                                                                                           INDICATES ROOFWATER LINE TO HYDRAULIC CONSULTANTS DETAILS

                                                                                                                                                                                                                                                                                                                           INDICATES SWALE - REFER DWG D03 FOR DETAILS




                       SCALE 1:250 Al


NOTE: ONLY DRANNGS MARKED 'FOR CONSTRUCTION' AND BEARING AN ORIGINIiI. SIGNATUR E SHALL BEUSED FORCONSTRUCTION PURPOSES         Design: sH                                                                                                          PROJECT:                                                       DRAWING TITLE
                                                                                                                                                                                                            TATE PROFESSIONAL ENGINEERS PTY LTD
                                                                                                                                           JH                                                                                                                                                                       DRAINAGE PLAN & NOTES
                                                                                            FOR A P OVAL                        Drarevwmn: AaY704                                                           A.B.N. 28 086 262 035
                                                                                                                                                                                                                                                    PROPOSED UNIT DEVELOPMENT

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